HomeMy WebLinkAbout160278 Tarin Woods II TIA Final 05.10.2018This report is printed on recycled paper with 30% post-consumer content.
All paper is FSC Certified. The entire document, including binding, is 100% recyclable.
TRANSPORTATION IMPACT ANALYSIS
May 8, 2018
Tarin Woods II Development
New Hanover County, NC
Prepared for
Rock Hill Road Investments, LLC
Project #: 160278
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 1
Tarin Woods II – Transportation Impact Analysis
New Hanover County, NC
Prepared for Rock Hill Road Investments, LLC
May 8, 2018
Table of Contents
1.0 Introduction ............................................................................................................. 3
Figure 1 – Site Plan ..................................................................................................... 5
Figure 2A – Site Location Map .................................................................................... 6
Figure 2B – Vicinity Map .............................................................................................. 7
2.0 Existing Conditions ................................................................................................ 8
2.1 Inventory ................................................................................................................ 8
2.2 Existing Traffic Volumes ........................................................................................ 9
Figure 3 – Existing Lane Geometry ........................................................................... 10
Figure 4 – 2017 Existing Traffic Volumes .................................................................. 11
3.0 Approved Developments and Committed Improvements ................................. 12
3.1 Approved Developments ...................................................................................... 12
3.2 Committed Improvements .................................................................................... 12
4.0 Methodology ......................................................................................................... 13
4.1 Base Assumptions and Standards ....................................................................... 13
4.2 Analysis Modifications .......................................................................................... 13
5.0 Capacity Analysis ................................................................................................. 14
5.1 Level of Service Evaluation Criteria ..................................................................... 14
6.0 Base Conditions without Tarin Woods I ............................................................. 15
6.1 Trip Generation .................................................................................................... 15
6.2 Trip Distribution .................................................................................................... 15
6.3 Tarin Woods I Trips .............................................................................................. 15
6.4 Base Volumes without Tarin Woods I .................................................................. 15
Figure 5 – Tarin Woods I Trip Distribution ................................................................. 16
Figure 6 – Tarin Woods I Trips Removed From Existing Volumes ............................ 17
Figure 7 – Base Traffic Volumes Without Tarin Woods I Trips .................................. 18
6.5 Base Conditions without Tarin Woods I Discussion of Results ............................ 19
7.0 2018 Phase 2A Build Conditions ......................................................................... 27
7.1 Trip Generation .................................................................................................... 27
7.2 Trip Distribution .................................................................................................... 27
7.3 2018 Future No Build Traffic ................................................................................ 27
7.4 2018 Phase 2A Build Total Traffic........................................................................ 27
Figure 8 – Phase 2A Trip Distribution ........................................................................ 28
Figure 9 – 2018 Future No Build Volumes ................................................................. 29
Figure 10 – Phase 2A Site Trips ................................................................................ 30
Figure 11 – 2018 Phase 2A Build Volumes ............................................................... 31
7.5 Phase 2A Discussion of Results .......................................................................... 32
Figure 12 – Phase 2A Recommended Improvements ............................................... 40
8.0 2020 Phase 2B Build Conditions ......................................................................... 41
8.1 Trip Generation .................................................................................................... 41
8.2 Trip Distribution .................................................................................................... 41
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 2
8.3 2020 Future No Build Traffic ................................................................................ 41
8.4 2020 Phase 2 Build Total Traffic .......................................................................... 42
Figure 13A – Phase 2B Scenario 1 Trip Distribution .................................................. 43
Figure 13B – Phase 2B Scenario 2 Trip Distribution .................................................. 44
Figure 14 –2020 Future No Build ............................................................................... 45
Figure 15 – Phase 2B Scenario 1 Site Trips .............................................................. 46
Figure 16 – 2020 Phase 2B Scenario 1 Build Volumes ............................................. 47
Figure 17 – Phase 2B Scenario 2 Site Trips .............................................................. 48
Figure 18 – 2020 Phase 2B Scenario 2 Build Volumes ............................................. 49
8.5 Phase 2B Discussion of Results .......................................................................... 50
9.0 Queue Results ...................................................................................................... 60
Figure 19 – Phase 2B Scenario 1 Recommended Improvements ............................. 64
Figure 20 – Phase 2B Scenario 2 Recommended Improvements ............................. 65
10.0Summary and Conclusion ................................................................................... 66
Appendix ...................................................................................................................... 69
Trip Generation .......................................................................................................... 70
Level of Service Analysis ........................................................................................... 71
Traffic Volume Data ................................................................................................... 82
Queuing and Blocking Reports .................................................................................. 83
Supporting Documentation ........................................................................................ 84
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 3
Tarin Woods II – Transportation Impact Analysis
New Hanover County, NC
Prepared for Rock Hill Road Investments, LLC
May 8, 2018
1.0 Introduction
The proposed Tarin Woods II development is located on the east side of US 421
(Carolina Beach Road) between Kings Highway and Lieutenant Congleton Road in New
Hanover County, NC. As currently planned, this development will consist of 414 single
family detached homes and 360 apartments. Tarin Woods I (Phase 1) is an existing
development with 130 single family homes located south of this project area and east of
Appomattox Road. These homes were constructed prior to 2017. Per coordination with
the City of Wilmington and NCDOT, and since Tarin Woods I and Tarin Woods II have
the same owner, the cumulative effects of both developments are analyzed as part of
this study.
Tarin Woods II will be analyzed for two (2) phases:
Phase 2A will consist of 214 single family homes. Access will be provided via northern
extension of Appomattox Road and Tarin Road. The build year for Phase 2A is
assumed to be 2018.
Phase 2B will consist of 414 single family homes and 360 apartments (total including
Phase 2A). Additional access will be provided via the northern extension of Shiloh
Drive. For another access, two scenarios will be explored. Scenario 1 will include an
access on US 421 north of Sanders Road, and Scenario 2 will include an access along
Kings Highway. The build year for Phase 2B is assumed to be 2020.
Figure 1 shows the site plan. The site location and vicinity map are illustrated in Figures
2A and 2B, respectively.
DAVENPORT was retained to determine the potential traffic impacts of this
development and to identify transportation improvements that may be required to
accommodate the impacts of both background traffic and new development traffic. The
following intersections were included in the study:
1. US 421 (Carolina Beach Road) at Kings Highway
2. US 421 (Carolina Beach Road) at Sanders Road
3. US 421 (Carolina Beach Road) at Manassas Drive
4. Manassas Drive at Shiloh Drive
5. Manassas Drive at Appomattox Drive
6. Lieutenant Congleton Road at Tarin Road
7. US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
8. US 421 (Carolina Beach Road) at U-Turn Autumn Care Nursing Driveway
9. Kings Highway at Site Access (Scenario 2 Only)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 4
10. US 421 (Carolina Beach Road) at Site Access (Scenario 2 Only)
The intersections were analyzed during the AM (7-9 am) and PM (4-6 pm) peaks for the
following conditions:
• Conditions before Tarin Woods I (Phase 1)
• 2017 Existing Conditions
• 2018 Future No Build Conditions
• 2018 Phase 2A Build Conditions
• 2018 Phase 2A Build Conditions with Mitigation (if necessary)
• 2020 Future No Build Conditions
• 2020 Phase 2B Build Conditions Scenario 1
• 2020 Phase 2B Conditions Scenario 1 with Mitigation (if necessary)
• 2020 Phase 2B Build Conditions Scenario 2
• 2020 Phase 2B Conditions Scenario 2 with Mitigation (if necessary)
The WMPO, County, and NCDOT were contacted to obtain background information and
to ascertain the elements to be covered in this Transportation Impact Analysis (TIA) and
this TIA was prepared based on WMPO and NCDOT typical standards. Information
regarding the property was provided by Rock Hill Road Investments, LLC.
FIGURE 1
SITE PLAN
Site Access
FIGURE 2A
SITE LOCATION MAP
SITE INDICATOR
FIGURE 2B
VICINITY MAP
STUDY INTERSECTIONS
EXISTING
PROPOSED
Kings Highway
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 8
2.0 Existing Conditions
2.1 Inventory
A field investigation was conducted by DAVENPORT staff to determine the existing
roadway conditions in the study area. Table 2.1 contains the results of this effort.
Figure 3 illustrates the existing lane geometry.
Table 2.1 - Street Inventory
Facility Name Route # Typical Cross
Section
Pavement
Width
Speed
Limit
Maintained
By
Carolina Beach Road US 421 4-lane divided by
36-foot median 84 feet 55 MPH NCDOT
Kings Highway N/A 2-lane undivided 26 feet Not
Posted Private
Sanders Road SR 1187 2-lane undivided 20 feet 45 MPH NCDOT
Manassas Drive SR 1581 2-lane divided by
36-foot median 60 feet 35 MPH NCDOT
Appomattox Drive SR 1640 2-lane undivided 28 feet Not
Posted NCDOT
Shiloh Drive SR 1582 2-lane undivided 18 feet 35 MPH NCDOT
Lieutenant Congleton
Road N/A 2-lane undivided 24 feet Not
Posted Private
Tarin Road N/A 2-lane undivided 20 feet Not
Posted Private
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 9
2.2 Existing Traffic Volumes
Existing traffic volumes for this project were collected by DAVENPORT staff. Table 2.2
contains the dates these counts were conducted. School was in session at the time of
traffic counts. Figure 4 shows existing AM and PM peak hour volumes. More information
can be found in the Traffic Volume Data section of the appendix.
Table 2.2 - Traffic Volume Data
Count Location Date Taken By
US 421 (Carolina Beach Road) at Sanders Road 1/25/17 DAVENPORT
US 421 (Carolina Beach Road) at Manassas Drive 1/25/17 DAVENPORT
Manassas Drive at Appomattox Drive 1/25/17 DAVENPORT
Manassas Drive at Shiloh Drive 1/26/17 DAVENPORT
Lieutenant Congleton Road at Tarin Road 1/25/17 DAVENPORT
US 421 (Carolina Beach Road) at Kings Highway 9/19/17 DAVENPORT
US 421 (Carolina Beach Road) at U-Turn north of
Kings Highway 10/03/17 DAVENPORT
Kings Highway at Proposed Site Access 9/19/17 DAVENPORT
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
BLACK = EXISTING
GREY = UNANALYZED
BLUE = PROPOSED
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE3EXISTING LANE GEOMETRY
Sanders
Road
RIGHTIN /
RIGHTOUT
300'
SPEEDLIMIT55
2016 AADT### AADT
FULL
SPEEDLIMIT45
SPEEDLIMIT
35
SPEEDLIMIT
35
US
4
2
1
Sh
i
l
o
h
D
r
i
v
e
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Manassas Drive
SPEEDLIMIT
55
2,100 AADT
47
,
0
0
0
A
A
D
T
13,000 AADT
32
5
'
55
0
'
200'
12
5
'
10
0
'
17
5
'
40
0
'
FULL
35
0
'
10
0
'
FULL
FU
L
L
Ta
r
i
n
Ro
a
d
1,
8
5
0
1,6
0
0
1,000'
300'
30
0
'
1,200'
FULL Kings
Highway
60
0
'
100'
FULL
FU
L
L
60
0
'
200'
25
0
'
90
0
'
Autumn Care
Nursing Home
1,
5
0
0
32
5
'
32
5
'
FULL
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 4
2017 EXISTING
TRAFFIC VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
165 / 230
13
6
/
1
0
5
20
8
1
/
1
4
9
7
52
/
1
2
3
13
3
4
/
1
8
3
3
11
/
3
2
18
/
3
0
17
4
9
/
1
1
1
4
45
/
6
6
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
502 / 3300 / 0
139 / 85
3
/
0
11
9
2
/
1
9
4
5
33
9
/
3
2
2
0
/
1
14
5
3
/
1
2
0
2
12
2
/
8
2
163 / 75
18 / 37
0 / 0
142 / 53
0 / 0
1 / 047 / 107
4 / 23
0
/
2
0
/
0
0
/
0
0
/
0
0
/
0
24
/
1
3
55 / 106
18
8
/
6
7
Ta
r
i
n
Ro
a
d
5 / 5
0 / 1
3 / 67 / 29
1
/
0
40
/
8
57
/
9
2
13
/
1
1
17
/
2
0
19
/
2
3
DIRECTIONAL
CROSSOVERKings
Highway71 / 100
15
0
/
1
6
5
14
4
9
/
1
7
9
8
37
/
7
6
16
5
8
/
2
3
8
7
22
0
0
/
1
4
3
9
88
/
1
2
5
6 / 37
8
/
5
19
6
4
/
1
5
3
9
1
/
9
10
/
1
0
16
/
1
0
15
4
9
/
2
2
7
1
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 12
3.0 Approved Developments and Committed Improvements
3.1 Approved Developments
Approved developments are developments that have been recently approved in the
area, but not yet constructed. Per the City of Wilmington and NCDOT staff, there are
two (2) approved developments in the vicinity of this project.
The River Lights Development contains a town center, homes, park, and other land
uses. This development is located northwest of the site along River Road. The City of
Wilmington instructed DAVENPORT to utilize 20% of the allotted trips for this
development since River Lights has a longer projected buildout timeframe.
The second development is Beau Rivage, which consists of fast food, shopping center
space, and market space. This development is located west of Carolina Beach Road
(US 421) between Sanders Road and Manassas Drive/Sharks Eye Lane. Trips
associated with this development were accounted for in future background conditions.
More information can be found in the appendix.
3.2 Committed Improvements
Committed Improvements are improvements that are planned by NCDOT, a local
municipality, or a developer in the area, but not yet constructed. Per City of Wilmington
and NCDOT staff, there is one (1) committed improvement in the vicinity of this project.
At the intersection of Carolina Beach Road (US 421) and Manassas Drive/Sharks Eye
Lane, the northbound leftover and southbound leftover are committed to being
signalized. Signal plans for both were provided by NCDOT.
More information can be found in the appendix.
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 13
4.0 Methodology
4.1 Base Assumptions and Standards
In general, the analysis for this project was conducted utilizing commonly accepted
NCDOT standards. The following table contains a summary of the base assumptions:
Table 4.1 - Assumptions
Peak Hour Factor 0.90
Background Traffic Annual Growth Rate 1.0% per year for all roadways
Analysis Software Synchro/SimTraffic Version 9.0
Base Signal Timing/Phasing City of Wilmington/NCDOT
Lane widths 12-feet unless measured otherwise
Truck percentages 2%
4.2 Analysis Modifications
The following settings were applied in synchro in regards to improvement analysis for
the US 421 (Carolina Beach Road) at Sanders Road intersection in Scenario 2:
• Signal phasing was utilized that includes permitted + overlapped minor street
right turns and permitted + protected major street left turns. This phasing was
utilized regardless of conflicting U-turn movements.
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 14
5.0 Capacity Analysis
5.1 Level of Service Evaluation Criteria
The Transportation Research Board’s Highway Capacity Manual (HCM) utilizes a term
“level of service” to measure how traffic operates in intersections and on roadway
segments. There are currently six levels of service ranging from A to F. Level of
service “A” represents the best conditions and Level of Service “F” represents the worst.
Synchro Traffic Modeling software was used to determine the level of service for studied
intersections. Note for unsignalized intersection analysis, the level of service noted is
for the worst approach of the intersection. This is typically the left turn movement for
the side street approach, due to the number of opposing movements. All worksheet
reports from the analyses can be found in the Appendix.
Table 5.1 – Highway Capacity Manual
Levels of Service and Control Delay Criteria
Signalized Intersection Unsignalized Intersection
Level of Service Control Delay Per
vehicle (sec) Level of Service Delay Range
(sec)
A 10 A 10
B 10 and 20 B 10 and 15
C 20 and 35 C 15 and 25
D 35 and 55 D 25 and 35
E 55 and 80 E 35 and 50
F 80 F 50
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 15
6.0 Base Conditions without Tarin Woods I
As discussed in the introduction, the cumulative effects of Tarin Woods I (Phase 1) and
Tarin Woods II are analyzed in this report. Tarin Woods I consists of 130 single family
homes that are already constructed. In order to provide a base analysis for conditions
without Tarin Woods I or II, the trips for Tarin Woods I were removed from the existing
volumes, as the homes are currently in use.
6.1 Trip Generation
Trips for this development were projected using TripGen 2013 software, based on the
9th edition of ITE Trip Generation Manual. Table 6.1 presents the results.
Table 6.1 - ITE Trip Generation
Tarin Woods 1 - Existing
Average Weekday Driveway Volumes 24 Hour AM Peak Hour PM Peak Hour Two-Way
Land Use ITE Land
Code Size Volume Enter Exit Enter Exit
Single Family
Detached
Housing
210 130 Dwelling
Units 1,219 25 73 82 48
Total Trips 1,219 25 73 82 48
6.2 Trip Distribution
Site trips for this proposed development were distributed based on the existing traffic
patterns and engineering judgment. These are shown in Figure 5, and the directional
distributions for site trips are as follows:
• -75% to and from the north on US 421 (Carolina Beach Road)
• -20% to and from the south on US 421 (Carolina Beach Road)
• -5% to and from the west on Sanders Road
6.3 Tarin Woods I Trips
Figure 6 shows the assumed Tarin Woods I trips removed from the existing traffic
volumes.
6.4 Base Volumes without Tarin Woods I
The base existing traffic volumes without Tarin Woods I trips were obtained by
subtracting the Tarin Woods I trips from the existing volumes. Figure 8 shows the
resulting existing base traffic volumes without Tarin Woods I for AM and PM peaks.
*** NOT TO SCALE ***
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
FIGURE5TARIN WOODS I TRIP DISTRIBUTION
DESTINATION
NODE%
RIGHTIN /
RIGHTOUT
-100% OUT
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
US
4
2
1
-75%
-20%
-2
0
%
I
N
-8
0
%
I
N
-7
5
%
O
U
T
-2
0
%
O
U
T
-2
0
%
O
U
T
-7
5
%
I
N
-7
5
%
I
N
-7
5
%
O
U
T
-100% IN
-1
0
0
%
O
U
T
-100% OUT
-100% IN
-5% IN
-5%
-5
%
O
U
T
DIRECTIONAL
CROSSOVER
NOTE:
This figure represents the distribution used to
removetripsfrom the 2017 existing volumes
due to the removal of Tarin Woods 1 (Phase
1) site trips.
Kings
Highway
-7
5
%
I
N
-7
5
%
O
U
T
-7
5
%
I
N
-7
5
%
O
U
T
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0 SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 6
TARIN WOODS I TRIPS
REMOVED FROM
EXISTING VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
0 / 0
0
/
0
-5
5
/
-
3
6
-2
0
/
-
6
6
-1
5
/
-
1
0
0
/
0
-5
/
-
1
6
0
/
0
0
/
0
RIGHTIN /
RIGHTOUT
US
4
2
1
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
0 / 0
0 / 0
0 / 0
0 / 00 / 0
-1 / -4
0
/
0
-1
9
/
-
6
2
0
/
0
0
/
0
-5
5
/
-
3
6
-5
/
-
2
-73 / -48
0 / 0
0 / 0
-73 / -48
0 / 0
0 / 0-25 / -82
0 / 0
0
/
0
0
/
0
0
/
0
0
/
0
0
/
0
0
/
0
-25 / -82
-7
3
/
-
4
8
0
/
0
-1
3
/
-
1
0
0
/
0
0
/
0
DIRECTIONAL
CROSSOVERKings
Highway0 / 0
0
/
0
-1
9
/
-
6
2
0
/
0
-1
9
/
-
6
2
-5
5
/
-
3
6
0 /
0
0 / 0
0
/
0
-5
5
/
-
3
6
0
/
0
0
/
0
0
/
0
-1
9
/
-
6
2
NOTE:
This figure represents thetrips removed from the
2017 existing volumes due to the removal of Tarin
Woods 1 (Phase 1) site trips.
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0 SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 7
BASE TRAFFIC
VOLUMES WITHOUT
TARIN WOODS 1 TRIPS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
165 / 230
13
6
/
1
0
5
20
2
6
/
1
4
6
1
32
/
5
7
13
1
9
/
1
8
2
3
11
/
3
2
13
/
1
4
17
4
9
/
1
1
1
4
45
/
6
6
RIGHTIN /
RIGHTOUT
US
4
2
1
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
502 / 3300 / 0
138 / 81
3
/
0
11
7
3
/
1
8
8
4
33
9
/
3
2
2
0
/
1
13
9
8
/
1
1
6
6
11
7
/
8
0
90 / 27
18 / 37
0 / 0
69 / 5
0 / 0
1 / 022 / 25
4 / 23
0
/
2
0
/
0
0
/
0
0
/
0
0
/
0
24
/
1
3
30 / 24
11
5
/
1
9
57
/
9
2
0
/
1
17
/
2
0
19
/
2
3
DIRECTIONAL
CROSSOVERKings
Highway71 / 100
15
0
/
1
6
5
14
3
0
/
1
7
3
7
37
/
7
6
16
3
9
/
2
3
2
6
21
4
5
/
1
4
0
3
88
/
1
2
5
6 / 37
8
/
5
19
0
9
/
1
5
0
3
1
/
9
10
/
1
0
16
/
1
0
15
3
0
/
2
2
1
0
NOTE:
This figure represents thevolumes after site trips
for Tarin Woods 1 (Phase 1) were removed from
the 2017 exiting volumes.
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 19
6.5 Base Conditions without Tarin Woods I Discussion of Results
The following section discusses base conditions without Tarin Woods I (Phase 1) level
of service results for each intersection.
US 421 (Carolina Beach Road) at Kings Highway
In base conditions before Tarin Woods I, this signalized intersection operated at LOS B
during the AM and PM peaks. In existing conditions (with Tarin Woods I trips included),
it remains unchanged. Therefore, no improvements are recommended for existing
conditions.
Table 6.2 - US 421 (Carolina Beach Road) at Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing B (16.4)
L T R L T R L T R L T R
E
(60.5) E
(67.2)
E
(62.5)
B
(12.4)
A
(4.0)
F
(80.3)
A
(7.2)
A
(3.8)
E (60.5) E (67.2) B (13.2) B (13.8)
Base
Conditions
Before Tarin
Woods 1
B (16.1)
L T R L T R L T R L T R
E
(60.5) E
(67.2)
E
(62.5)
B
(11.6)
A
(4.0)
F
(80.4)
A
(7.2)
A
(3.9)
E (60.5) E (67.2) B (12.4) B (13.9)
PM Peak Hour
2017 Existing B (18.7)
L T R L T R L T R L T R
E
(58.4) E
(68.5)
E
(57.6)
B
(13.1)
A
(6.4)
E
(77.6)
A
(8.8)
A
(3.8)
E (58.4) E (68.5) B (15.1) B (14.2)
Base
Conditions
Before Tarin
Woods 1
B (18.2)
L T R L T R L T R L T R
E
(58.4) E
(68.5)
E
(59.5)
B
(11.6)
A
(5.4)
E
(75.8)
A
(8.5)
A
(4.1)
E (58.4) E (68.5) B (13.9) B (13.9)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 20
US 421 (Carolina Beach Road) at Sanders Road
In base conditions without Tarin Woods I, this signalized intersection operated at LOS C
during the AM and PM peaks. In existing conditions (with Tarin Woods I trips included),
this remains unchanged. Therefore, no improvements are recommended for existing
conditions.
Table 6.3 - US 421 (Carolina Beach Road) at Sanders Road
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017
Existing
C
(30.5)
L T R L T R LU T R LU T R
F
(95.5)
F
(95.7)
E
(61.2)
E
(67.5)
E
(67.5)
E
(67.5)
C
(20.4)
C
(20.3)
C
(20.3)
A
(9.7)
C
(20.5)
A
(3.3)
F (88.9) E (67.5) C (20.3) B (16.6)
Base
Conditions
Before
Tarin
Woods 1
C
(30.2)
L T R L T R LU T R LU T R
F
(95.5)
F
(97.5)
E
(61.1)
E
(67.5)
E
(67.5)
E
(67.5)
B
(16.2)
B
(19.5)
B
(19.5)
A
(9/4)
B
(20.0)
A
(3.2)
F (88.9) E (67.5) B (19.2) B (16.1)
PM Peak Hour
2017
Existing
C
(31.8)
L T R L T R LU T R LU T R
F
(121.7)
F
(118.2)
E
(73.7)
E
(70.3)
E
(70.3)
E
(70.3)
D
(50.8)
B
(11.5)
B
(11.5)
A
(4.7)
C
(31.3)
A
(3.3)
F (110.6) E (70.3) B (14.3) C (27.1)
Base
Conditions
Before
Tarin
Woods 1
C
(30.7)
L T R L T R LU T R LU T R
F
(121.7)
F
(118.2)
E
(72.8)
E
(70.3)
E
(70.3)
E
(70.3)
D
(43.6)
B
(11.3)
B
(11.3)
A
(5.0)
C
(29.6)
A
(3.0)
F (110.7) E (70.3) B (13.4) C (25.5)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 21
US 421 (Carolina Beach Road) at Manassas Drive
In base conditions without Tarin Woods I, this unsignalized intersection operated at LOS
D during the AM peak and LOS C during the PM peak. In existing conditions (with Tarin
Woods I trips included), this intersection operates at LOS E during the AM peak and
LOS C during the PM peak. While LOS E is not ideal, this is typical for a side-street
approach to a major road. Therefore, no improvements are recommended for existing
conditions.
Table 6.4 - US 421 (Carolina Beach Road) at Manassas Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
E (48.9)
WB
Approach
L T R L T R LU T R LU T R
C
(15.6) E
(48.9)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
C (15.6) E (48.9) N/A* N/A*
Base
Conditions
Before Tarin
Woods 1
D (28.4)
WB
Approach
L T R L T R LU T R LU T R
C
(15.5) D
(28.4)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
C (15.5) D (28.4) N/A* N/A*
PM Peak Hour
2017 Existing
C (23.5)
EB
Approach
L T R L T R LU T R LU T R
C
(23.5) C
(15.3)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
C (23.5) C (15.3) N/A* N/A*
Base
Conditions
Before Tarin
Woods 1
C (23.4)
EB
Approach
L T R L T R LU T R LU T R
C
(23.4) B
(14.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
C (23.4) B (14.0) N/A* N/A*
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be
provided
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 22
Manassas Drive at Shiloh Drive
In base conditions without Tarin Woods I, this unsignalized intersection operated at LOS
A during the AM and PM peaks. In existing conditions (with Tarin Woods I trips
included), this intersection operates at LOS B in the AM and PM peaks. Therefore, no
improvements are recommended for existing conditions.
Table 6.5 - Manassas Drive at Shiloh Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017
Existing
B (10.1)
NB
Approach
L T R L T R L T R L T R
A
(7.5)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
B
(10.1)
B
(10.1)
B
(10.1)
A
(9.9)
A
(9.9)
A
(9.9)
A (0.1) A (0.2) B (10.1) A (9.9)
Base
Conditions
Before Tarin
Woods 1
A (9.4)
NB
Approach
L T R L T R L T R L T R
A
(7.4)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
A
(9.4)
A
(9.4)
A
(9.4)
A
(9.3)
A
(9.3)
A
(9.3)
A (0.3) A (0.4) A (9.4) A (9.3)
PM Peak Hour
2017
Existing
B (10.0)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0)
A
(0.0)
B
(10.0)
B
(10.0)
B
(10.0)
A
(9.6)
A
(9.6)
A
(9.6)
A (0.2) A (0.5) B (10.0) A (9.6)
Base
Conditions
Before Tarin
Woods 1
A (9.1)
NB
Approach
L T R L T R L T R L T R
A
(7.2)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
A
(9.1)
A
(9.1)
A
(9.1)
A
(9.0)
A
(9.0)
A
(9.0)
A (0.6) A (2.3) A (9.1) A (9.0)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 23
Manassas Drive at Appomattox Drive
In base conditions without Tarin Woods I, this unsignalized intersection operated at LOS
A during the AM and PM peaks. In existing conditions (with Tarin Woods I trips
included), this intersection operates at LOS B in the AM peak and LOS A in the PM
peak. Therefore, no improvements are recommended for existing conditions.
Table 6.6 - Manassas Drive at Appomattox Drive*
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
B (10.4)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.5) B
(10.4)
B
(10.4) A
(9.1)
A
(9.1)
A (0.5) B (10.4) A (9.1)
Base
Conditions
Before Tarin
Woods 1
A (9.7)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.8) A
(9.7)
A
(9.7) A
(9.0)
A
(9.0)
A (0.8) A (9.7) A (9.0)
PM Peak Hour
2017 Existing
A (9.7)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.3) A
(9.7)
A
(9.7) A
(9.2)
A
(9.2)
A (0.3) A (9.7) A (9.2)
Base
Conditions
Before Tarin
Woods 1
A (9.2)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.9) A
(9.2)
A
(9.2) A
(9.0)
A
(9.0)
A (0.9) A (9.2) A (9.0)
*HCM 2000 used for results at this intersection due to HCM 2010 being unable to produce results based on geometric configuration
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 24
Lieutenant Congleton Road at Tarin Road
In base conditions without Tarin Woods I, this unsignalized intersection did not exist. In
existing conditions (with Tarin Woods I trips included), this intersection operates at LOS
A in the AM and PM peaks. Therefore, no improvements are recommended for existing
conditions.
Table 6.7 - Lieutenant Congleton Road at Tarin Road
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
A (8.8)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0) A
(8.8) A
(8.8)
A (0.0) A (3.2) A (8.8)
Base
Conditions
Before Tarin
Woods 1
L T R L T R L T R L T R
PM Peak Hour
2017 Existing
A (8.6)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0) A
(8.6) A
(8.6)
A (0.0) A (1.2) A (8.6)
Base
Conditions
Before Tarin
Woods 1
L T R L T R L T R L T R
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 25
US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
In base conditions without Tarin Woods I, this signalized intersection operated at LOS A
during the AM and PM peaks. In existing conditions (with Tarin Woods I trips included),
this remains unchanged. Therefore, no improvements are recommended for existing
conditions.
Table 6.8 - US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing A (1.8)
L T R L T R U T R L T R
A
(0.0)
A
(0.0) A
(1.9)
N/A* A (1.9)
Base
Conditions
Before Tarin
Woods 1
A (1.8)
L T R L T R U T R L T R
A
(0.0)
A
(0.0) A
(1.9)
N/A* A (1.9)
PM Peak Hour
2017 Existing A (2.7)
L T R L T R U T R L T R
A
(0.1)
A
(0.0) A
(2.9)
N/A* A (2.9)
Base
Conditions
Before Tarin
Woods 1
A (2.6)
L T R L T R U T R L T R
A
(0.1)
A
(0.0) A
(2.8)
N/A* A (2.8)
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be
provided
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 26
US 421 (Carolina Beach Road) at Autumn Care Nursing Home
In base conditions without Tarin Woods I, this unsignalized intersection operated at LOS
C during the AM and PM peaks. In existing conditions (with Tarin Woods I trips
included), this remains unchanged. Therefore, no improvements are recommended for
existing conditions.
Table 6.9 - US 421 (Carolina Beach Road) at Autumn Care Nursing Home
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
C (22.9)
WB
Approach
L T R L T R U T R LU T R
C
(22.9)
C
(20.9)
A
(0.0)
A
(0.0)
F
(53.0)
A
(0.0)
C (22.9) A (0.0) A (0.9)
Base
Conditions
Before Tarin
Woods 1
C (22.0)
WB
Approach
L T R L T R U T R LU T R
C
(22.0)
C
(20.6)
A
(0.0)
A
(0.0)
E
(48.2)
A
(0.0)
C (22.0) A (0.0) A (0.8)
PM Peak Hour
2017 Existing
C (18.9)
WB
Approach
L T R L T R U T R LU T R
C
(18.9)
E
(47.8)
A
(0.0)
A
(0.0)
D
(31.7)
A
(0.0)
C (18.9) A (0.3) A (0.3)
Base
Conditions
Before Tarin
Woods 1
C (18.4)
WB
Approach
L T R L T R U T R LU T R
C
(18.4)
E
(44.1)
A
(0.0)
A
(0.0)
D
(29.9)
A
(0.0)
C (18.4) A (0.3) A (0.3)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 27
7.0 2018 Phase 2A Build Conditions
As discussed in the introduction, Phase 2A includes 214 single family homes in 2018.
7.1 Trip Generation
Trips for this development were projected using TripGen 2013 software, based on the
9th edition of ITE Trip Generation Manual. Table 7.1 presents the results.
Table 7.1 - ITE Trip Generation
Tarin Woods II Development - Phase 2A
Average Weekday Driveway Volumes 24 Hour AM Peak Hour PM Peak Hour Two-Way
Land Use ITE Land
Code Size Volume Enter Exit Enter Exit
Single Family
Detached
Housing
210 214 Dwelling
Units 2,037 40 120 135 79
Total Trips 2,037 40 120 135 79
7.2 Trip Distribution
Site trips for this proposed development were distributed based on the existing traffic
patterns and engineering judgment. The trip distribution model for Phase 2A is shown in
Figure 8, and the directional distributions for site trips are as follows:
• 75% to and from the north on US 421 (Carolina Beach Road)
• 20% to and from the south on US 421 (Carolina Beach Road)
• 5% to and from the west on Sanders Road
7.3 2018 Future No Build Traffic
The 2018 future no build traffic volumes were computed by applying a 1.0%
compounded annual growth rate to the 2017 existing traffic volumes and adding
approved development trips. Figure 9 shows 2018 future no build traffic volumes for AM
and PM peaks.
7.4 2018 Phase 2A Build Total Traffic
The 2018 build-out traffic volume was obtained by summing the 2018 future no build
volumes and Phase 2A site trips due to the proposed development. Phase 2A site trips
are shown in Figure 10. The 2018 Phase 2A future build volumes are shown for AM and
PM peaks in Figure 11. More information can be found in the Traffic Volume Data
section of the appendix.
*** NOT TO SCALE ***
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE8PHASE 2ATRIP DISTRIBUTION
DESTINATION
NODE%
RIGHTIN /
RIGHTOUT
100% OUT
Kings
Highway
Lieutenant
Congleton Road
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Ta
r
i
n
Ro
a
d
US
4
2
1
75%
20%
20
%
I
N
80
%
I
N
75
%
O
U
T
20
%
O
U
T
20
%
O
U
T
75
%
I
N
75
%
I
N
75
%
O
U
T
95% IN
5% IN
5% IN
5%
O
U
T
5%
O
U
T
95
%
O
U
T
100% OUT
100% IN
5% IN
5%
5%
O
U
T
DIRECTIONAL
CROSSOVER
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
75
%
I
N
75
%
O
U
T
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
Autumn Care
Nursing Home
75
%
I
N
75
%
O
U
T
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 9
2018 FUTURE NO
BUILD VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
167 / 232
13
7
/
1
0
6
21
2
6
/
1
5
4
2
53
/
1
3
0
13
5
3
/
1
8
8
9
11
/
3
2
18
/
3
0
17
7
0
/
1
1
0
7
45
/
1
3
1
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
532 / 4360 / 0
146 / 93
3
/
0
12
0
4
/
2
0
0
4
35
7
/
3
6
8
0
/
1
14
6
8
/
1
1
8
7
12
7
/
9
7
165 / 82
18 / 42
0 / 0
143 / 54
0 / 0
1 / 047 / 108
4 / 23
0
/
2
0
/
0
0
/
0
0
/
0
0
/
0
24
/
1
3
56 / 107
19
0
/
6
8
Ta
r
i
n
Ro
a
d
5 / 5
0 / 1
3 / 67 / 29
1
/
0
40
/
8
58
/
9
3
13
/
1
1
17
/
2
0
19
/
2
3
DIRECTIONAL
CROSSOVERKings
Highway72 / 101
15
2
/
1
6
7
14
7
8
/
1
8
5
2
37
/
7
7
16
8
9
/
2
4
4
7
22
4
7
/
1
4
8
3
89
/
1
2
6
6 / 37
8
/
5
19
8
4
/
1
5
5
4
1
/
9
10
/
1
0
16
/
1
0
15
6
4
/
2
2
9
4
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 10
PHASE 2A SITE TRIPS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
0 / 0
0
/
0
90
/
5
9
32
/
1
0
8
24
/
1
6
0
/
0
8
/
2
7
0
/
0
0
/
0
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
0 / 0
0 / 0
0 / 0
0 / 00 / 0
2 / 7
0
/
0
30
/
1
0
1
0
/
0
0
/
0
90
/
5
9
6
/
4
120 / 79
0 / 0
0 / 0
120 / 79
0 / 0
0 / 040 / 135
0 / 0
0
/
0
0
/
0
0
/
0
0
/
0
0
/
0
0
/
0
2 / 7
6
/
4
Ta
r
i
n
Ro
a
d
0 / 0
0 / 0
2 / 70 / 0
0
/
0
0
/
0
0
/
0
24
/
1
6
0
/
0
0
/
0
DIRECTIONAL
CROSSOVERKings
Highway0 / 0
0
/
0
30
/
1
0
1
0
/
0
30
/
1
0
1
90
/
5
9
0 /
0
0 / 0
0
/
0
90
/
5
9
0
/
0
0
/
0
0
/
0
30
/
1
0
1
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
38 / 128
0
/
0
11
4
/
7
5
0
/
0
0
/
0
0 / 0
0 / 0
0
/
0
6
/
4
0
/
0
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 11
2018 PHASE 2A
FUTURE BUILD
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
167 / 232
13
7
/
1
0
6
22
1
6
/
1
6
0
1
85
/
2
3
8
13
7
7
/
1
9
0
5
11
/
3
2
26
/
5
7
17
7
0
/
1
1
0
7
45
/
1
3
1
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
532 / 4360 / 0
148 / 99
3
/
0
12
3
4
/
2
1
0
6
35
7
/
3
6
8
0
/
1
15
5
8
/
1
2
4
6
13
3
/
1
0
1
285 / 161
18 / 42
0 / 0
263 / 133
0 / 0
1 / 087 / 243
4 / 23
0
/
2
0
/
0
0
/
0
0
/
0
0
/
0
24
/
1
3
58 / 114
19
6
/
7
2
Ta
r
i
n
Ro
a
d
0 / 0
5 / 5
2 / 73 / 6
0
/
0
40
/
8
58
/
9
3
37
/
2
7
17
/
2
0
19
/
2
3
DIRECTIONAL
CROSSOVERKings
Highway72 / 101
15
2
/
1
6
7
15
0
8
/
1
9
5
4
37
/
7
7
17
1
9
/
2
5
4
9
23
3
7
/
1
5
4
2
89
/
1
2
6
6 / 37
8
/
5
20
7
4
/
1
6
1
4
1
/
9
10
/
1
0
16
/
1
0
15
9
4
/
2
3
9
5
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
38 / 128
0
/
0
11
4
/
7
5
0
/
0
1
/
0
0 / 1
7 / 29
0
/
0
6
/
4
0
/
0
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 32
7.5 Phase 2A Discussion of Results
The following section discusses 2018 Phase 2A level of service for each intersection.
The recommended improvements for 2018 Phase 2A Build are in Figure 12.
US 421 (Carolina Beach Road) at Kings Highway
This signalized intersection currently operates at LOS B during the AM and PM peaks.
In 2018 future no build conditions, it is expected to operate at LOS B during the AM
peak and LOS C during the PM peak. In 2018 future build conditions, this is expected to
remain unchanged. Therefore, no improvements are recommended to accommodate
Phase 2A traffic.
Table 7.2 - US 421 (Carolina Beach Road) at Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing B
(16.4)
L T R L T R L T R L T R
E
(60.5) E
(67.2)
E
(62.5)
B
(12.4)
A
(4.0)
F
(80.3) A (7.2) A
(3.8)
E (60.5) E (67.2) B (13.2) B (13.8)
2018 Future No
Build
B
(17.8)
L T R L T R L T R L T R
E
(60.4) E
(67.2)
E
(62.4)
B
(13.4)
A
(4.0)
E
(77.5)
B
(10.1)
A
(5.0)
E (60.4) E (67.2) B (14.0) B (16.2)
2018 Phase 2A
Future Build
B
(18.4)
L T R L T R L T R L T R
E
(60.4) E
(67.2)
E
(62.4)
B
(15.1)
A
(4.0)
E
(77.4) A (9.9) A
(5.0)
E (60.4) E (67.2) B (15.6) B (15.8)
PM Peak Hour
2017 Existing B
(18.7)
L T R L T R L T R L T R
E
(58.4) E
(68.5)
E
(57.6)
B
(13.1)
A
(6.4)
E
(77.6) A (8.8) A
(3.8)
E (58.4) E (68.5) B (15.1) B (14.2)
2018 Future No
Build
C
(20.0)
L T R L T R L T R L T R
E
(59.8) E
(70.8)
D
(54.0)
B
(11.0)
A
(5.7)
E
(78.9)
B
(13.5)
A
(4.7)
E (59.8) E (70.8) B (13.0) B (18.4)
2018 Phase 2A
Future Build
C
(21.8)
L T R L T R L T R L T R
E
(59.8) E
(70.8)
D
(53.2)
B
(12.6)
A
(6.3)
F
(82.4)
B
(16.4)
A
(4.6)
E (59.8) E (70.8) B (14.3) C (21.0)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 33
US 421 (Carolina Beach Road) at Sanders Road
This signalized intersection currently operates at LOS C during the AM and PM peaks.
In 2018 future no build conditions, it is expected to operate at LOS D during the AM and
PM peaks. In 2018 future build conditions, it is expected to remain unchanged. It is
recommended to convert the westbound movement into a right turn only. Additionally, it
is recommended to perform signal modifications and optimization. With improvements in
place, it is expected to operate at LOS C during the AM peak and LOS D during the PM
peak.
Table 7.3 - US 421 (Carolina Beach Road) at Sanders Road
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing C
(30.5)
L T R L T R LU T R LU T R
F
(95.5)
F
(95.7)
E
(61.2)
E
(67.5)
E
(67.5)
E
(67.5)
C
(20.4)
C
(20.3)
C
(20.3)
A
(9.7)
C
(20.5)
A
(3.3)
F (88.9) E (67.5) C (20.3) B (16.6)
2018 Future
No Build
D
(41.6)
L T R L T R LU T R LU T R
F
(97.3)
F
(100.2)
E
(60.9)
E
(67.5)
E
(67.5)
E
(67.5)
F
(280.5)
C
(21.3)
C
(21.3)
E
(72.2)
C
(21.5)
A
(3.5)
F (90.7) E (67.5) D (43.8) B (18.1)
2018 Phase
2A Future
Build
D
(48.6)
L T R L T R LU T R LU T R
F
(97.3)
F
(100.2)
E
(61.1)
E
(67.5)
E
(67.5)
E
(67.5)
F
(402.6)
C
(22.7)
C
(22.7)
E
(72.2)
C
(21.9)
A
(3.5)
F (90.6) E (67.5) E (60.0) B (18.4)
2018 Phase
2A Future Build with
Improvements
C (33.4)
L T R L T R LU T R LU T R
F (91.5) F (93.9) C (34.4) E (73.7) F (86.9) B (16.7) B (16.7) E (78.3) C (28.5) A (5.5)
F (80.1) E (73.7) C (23.6) C (24.0)
PM Peak Hour
2017 Existing C
(31.8)
L T R L T R LU T R LU T R
F
(121.7)
F
(118.2)
E
(73.7)
E
(70.3)
E
(70.3)
E
(70.3)
D
(50.8)
B
(11.5)
B
(11.5)
A
(4.7)
C
(31.3)
A
(3.3)
F (110.6) E (70.3) B (14.3) C (27.1)
2018 Future
No Build
D
(47.5)
L T R L T R LU T R LU T R
F
(185.5)
F
(192.2)
E
(74.9)
E
(70.3)
E
(70.3)
E
(70.3)
F
(132.6)
B
(13.9)
B
(13.9)
F
(87.2)
D
(38.2)
A
(3.6)
F (169.0) E (70.3) C (23.8) C (33.3)
2018 Phase
2A Future
Build
D
(52.5)
L T R L T R LU T R LU T R
F
(185.5)
F
(192.2)
E
(76.8)
E
(70.3)
E
(70.3)
E
(70.3)
F
(172.7)
B
(16.2)
B
(16.2)
F
(88.0)
D
(45.3)
A
(3.5)
F (168.3) E (70.3) C (30.8) D (39.5)
2018 Phase
2A Future
Build with
Improvements
D
(48.1)
L T R L T R LU T R LU T R
F
(119.1)
F
(121.9)
D
(44.9) E
(72.7)
F
(129.4)
B
(15.4)
B
(15.4)
F
(85.7)
D
(54.9)
A
(3.5)
F (106.6) E (72.7) C (26.0) D (47.6)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 34
US 421 (Carolina Beach Road) at Manassas Drive
This unsignalized intersection currently operates at LOS E during the AM peak and LOS
C during the PM peak. As previously discussed, signalization of the northbound and
southbound leftovers is committed and assumed for future conditions. In 2018 future no
build conditions, it is expected to operate at LOS B during the AM and PM peaks. In
2018 future build conditions, it is expected to operate at LOS C in the AM peak and LOS
B in the PM peak. Therefore, no improvements are recommended to accommodate
Phase 2A traffic.
Table 7.4 - US 421 (Carolina Beach Road) at Manassas Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing E (48.9) WB
Approach
L T R L T R LU T R LU T R
C
(15.6) E
(48.9)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
C (15.6) E (48.9) N/A* N/A*
2018 Future No
Build
B (15.9)
Signal
L T R L T R LU T R LU T R
C
(30.7) D
(49.7)
C
(32.8)
B
(12.2)
A
(4.3)
C
(30.5)
A
(3.0)
A
(2.5)
C (30.7) D (49.7) N/A* N/A*
2018 Phase 2A
Future Build
C (29.3)
Signal
L T R L T R LU T R LU T R
C
(30.7) F
(128.4)
C
(32.8)
B
(13.6)
A
(4.4)
C
(31.4)
A
(3.1)
A
(2.5)
C (30.7) F (128.4) N/A* N/A*
PM Peak Hour
2017 Existing
C (23.5)
EB
Approach
L T R L T R LU T R LU T R
C
(23.5) C
(15.3)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
A
(0.0)
C (23.5) C (15.3) N/A* N/A*
2018 Future No
Build
B (13.6)
Signal
L T R L T R LU T R LU T R
C
(30.7) C
(32.6)
D
(38.8)
A
(6.9)
A
(4.7)
C
(32.0)
B
(11.6)
A
(2.8)
C (30.7) C (32.6) N/A* N/A*
2018 Phase 2A
Future Build
B (15.3)
Signal
L T R L T R LU T R LU T R
C
(30.7) C
(33.6)
D
(38.8)
A
(9.2)
A
(6.2)
C
(32.0)
B
(11.2)
A
(2.7)
C (30.7) C (33.6) N/A* N/A*
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be provided
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 35
Manassas Drive at Shiloh Drive
This unsignalized intersection currently operates at LOS B during the AM and PM
peaks. In 2018 future no build conditions and 2018 future build conditions, this is
expected to remain unchanged. Therefore, no improvements are recommended to
accommodate Phase 2A traffic.
Table 7.5 - Manassas Drive at Shiloh Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017
Existing
B (10.1)
NB
Approach
L T R L T R L T R L T R
A
(7.5)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
B
(10.1)
B
(10.1)
B
(10.1)
A
(9.9)
A
(9.9)
A
(9.9)
A (0.1) A (0.2) B (10.1) A (9.9)
2018
Future
No Build
B (10.1)
NB
Approach
L T R L T R L T R L T R
A
(7.5)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
B
(10.1)
B
(10.1)
B
(10.1)
A
(9.9)
A
(9.9)
A
(9.9)
A (0.1) A (0.2) B (10.1) A (9.9)
2018
Phase 2A Future
Build
B (11.7)
NB
Approach
L T R L T R L T R L T R
A (7.9) A (0.0) A (0.0) A (7.4) A (0.0) A (0.0) B (11.7) B (11.7) B (11.7) B (11.2) B (11.2) B (11.2)
A (0.1) A (0.1) B (11.7) B (11.2)
PM Peak Hour
2017
Existing
B (10.0)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0)
A
(0.0)
B
(10.0)
B
(10.0)
B
(10.0)
A
(9.6)
A
(9.6)
A
(9.6)
A (0.2) A (0.5) B (10.0) A (9.6)
2018
Future
No Build
B (10.0)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0)
A
(0.0)
B
(10.0)
B
(10.0)
B
(10.0)
A
(9.6)
A
(9.6)
A
(9.6)
A (0.2) A (0.5) B (10.0) A (9.6)
2018
Phase 2A
Future
Build
B (12.0)
NB
Approach
L T R L T R L T R L T R
A
(7.5)
A
(0.0)
A
(0.0)
A
(7.9)
A
(0.0)
A
(0.0)
B
(12.0)
B
(12.0)
B
(12.0)
B
(11.1)
B
(11.1)
B
(11.1)
A (0.1) A (0.2) B (12.0) B (11.1)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 36
Manassas Drive at Appomattox Drive
This unsignalized intersection currently operates at LOS B during the AM peak and LOS
A during the PM peak. In 2018 future no build conditions, this is expected to remain
unchanged. In 2018 future build conditions, it is expected to operate at LOS B during
the AM and PM peaks. Therefore, no improvements are recommended to
accommodate Phase 2A traffic.
Table 7.6 - Manassas Drive at Appomattox Drive*
Scenario LOS of Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
B (10.4)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.5) B
(10.4)
B
(10.4) A
(9.1)
A
(9.1)
A (0.5) B (10.4) A (9.1)
2018 Future No
Build
B (10.4)
NB Approach
L T R L T R L T R L T R
A
(0.0) A
(0.5) B
(10.4)
B
(10.4) A
(9.1)
A
(9.1)
A (0.5) B (10.4) A (9.1)
2018 Phase 2A
Future Build
B (13.8)
NB
Approach
L T R L T R L T R L T R
A
(0.2) A
(3.0) B
(13.8)
B
(13.8) A
(8.8)
A
(8.8)
A (3.0) B (13.8) A (8.8)
PM Peak Hour
2017 Existing
A (9.7)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.3) A
(9.7)
A
(9.7) A
(9.2)
A
(9.2)
A (0.3) A (9.7) A (9.2)
2018 Future No
Build
A (9.7)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.3) A
(9.7)
A
(9.7) A
(9.2)
A
(9.2)
A (0.3) A (9.7) A (9.2)
2018 Phase 2A
Future Build
B (13.6)
NB
Approach
L T R L T R L T R L T R
A
(0.7) A
(4.3) B
(13.6)
B
(13.6) A
(8.8)
A
(8.8)
A (4.3) B (13.6) A (8.8)
*HCM 2000 used for results at this intersection due to HCM 2010 being unable to produce results based on geometric configuration
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 37
Lieutenant Congleton Road at Tarin Road
This unsignalized intersection currently operates at LOS A during the AM and PM
peaks. In 2018 future no build conditions and 2018 future build conditions, this is
expected to remain unchanged. Therefore, no improvements are recommended to
accommodate Phase 2A traffic.
Table 7.7 - Lieutenant Congleton Road at Tarin Road
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
A (8.8)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0) A
(8.8) A
(8.8)
A (0.0) A (3.2) A (8.8)
2018 Future
No Build
A (8.8)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0) A
(8.8) A
(8.8)
A (0.0) A (3.2) A (8.8)
2018 Phase 2A Future Build
A (9.0)
NB
Approach
L T R L T R L T R L T R
A (7.2) A (0.0) A (0.0) A (7.2) A (0.0) A (0.0) A (9.0) A (9.0) A (8.8) A (8.8) A (8.8)
A (1.2) A (2.2) A (9.0) A (8.8)
PM Peak Hour
2017 Existing
A (8.6)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0) A
(8.6) A
(8.6)
A (0.0) A (1.2) A (8.6)
2018 Future
No Build
A (8.6)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0) A
(8.6) A
(8.6)
A (0.0) A (1.2) A (8.6)
2018 Phase 2A
Future Build
A (8.9)
NB
Approach
L T R L T R L T R L T R
A
(7.2)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
A
(8.9) A
(8.9)
A
(8.9)
A
(8.9)
A
(8.9)
A (1.2) A (0.7) A (8.9) A (8.9)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 38
US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
This signalized intersection currently operates at LOS A during the AM and PM peaks.
In 2018 future no build conditions, it is expected to operate at LOS A during the AM
peak and LOS B during the PM peak. In 2018 future build conditions, this is expected to
remain unchanged. Therefore, no improvements are recommended to accommodate
Phase 2A traffic.
Table 7.8 - US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing A (1.8)
L T R L T R U T R L T R
A
(0.0)
A
(0.0) A
(1.9)
N/A* A (1.9)
2018 Future No
Build A (7.0)
L T R L T R U T R L T R
E
(73.4)
A
(0.0) A
(3.5)
N/A* A (3.5)
2018 Phase 2A
Future Build A (7.0)
L T R L T R U T R L T R
E
(72.2)
A
(0.0) A
(3.6)
N/A* A (3.6)
PM Peak Hour
2017 Existing A (2.7)
L T R L T R U T R L T R
A
(0.1)
A
(0.0) A
(2.9)
N/A* A (2.9)
2018 Future No
Build A (9.9)
L T R L T R U T R L T R
E
(72.9)
A
(0.0) A
(6.7)
N/A* A (6.7)
2018 Phase 2A
Future Build B (10.4)
L T R L T R U T R L T R
E
(76.1)
A
(0.0) A
(7.2)
N/A* A (7.2)
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be provided
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 39
US 421 (Carolina Beach Road) at Autumn Care Nursing Home
This unsignalized intersection currently operates at LOS C during the AM and PM
peaks. In 2018 future no build conditions and 2018 future build conditions, this is
expected to remain unchanged. Therefore, no improvements are recommended to
accommodate Phase 2A traffic.
Table 7.9 - US 421 (Carolina Beach Road) at Autumn Care Nursing Home
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2017 Existing
C (22.9)
WB
Approach
L T R L T R U T R LU T R
C
(22.9)
C
(20.9)
A
(0.0)
A
(0.0)
F
(53.0)
A
(0.0)
C (22.9) A (0.0) A (0.9)
2018 Future
No Build
C (23.2)
WB
Approach
L T R L T R U T R LU T R
C
(23.2)
C
(21.2)
A
(0.0)
A
(0.0)
F
(55.3)
A
(0.0)
C (23.2) A (0.0) A (0.9)
2018 Phase
2A Future
Build
C (24.6)
WB
Approach
L T R L T R U T R LU T R
C
(24.6)
C
(21.8)
A
(0.0)
A
(0.0)
F
(65.3)
A
(0.0)
C (24.6) A (0.0) A (1.0)
PM Peak Hour
2017 Existing
C (18.9)
WB
Approach
L T R L T R U T R LU T R
C
(18.9)
E
(47.8)
A
(0.0)
A
(0.0)
D
(31.7)
A
(0.0)
C (18.9) A (0.3) A (0.3)
2018 Future
No Build
C (19.1)
WB
Approach
L T R L T R U T R LU T R
C
(19.1)
E
(48.8)
A
(0.0)
A
(0.0)
D
(32.5)
A
(0.0)
C (19.1) A (0.3) A (0.3)
2018 Phase
2A Future
Build
C (19.9)
WB
Approach
L T R L T R U T R LU T R
C
(19.9)
F
(55.6)
A
(0.0)
A
(0.0)
E
(35.6)
A
(0.0)
C (19.9) A (0.3) A (0.3)
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE3EXISTING LANE GEOMETRY
Sanders
Road
RIGHTIN /
RIGHTOUT
300'
SPEEDLIMIT55
FULL
SPEEDLIMIT45
SPEEDLIMIT
35
SPEEDLIMIT
35
US
4
2
1
Sh
i
l
o
h
D
r
i
v
e
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Manassas Drive
SPEEDLIMIT
55
32
5
'
55
0
'
200'
12
5
'
10
0
'
17
5
'
40
0
'
FULL
35
0
'
10
0
'
Ta
r
i
n
Ro
a
d
FULL Kings
Highway
60
0
'
100'
FULL
FU
L
L
60
0
'
200'
25
0
'
Autumn Care
Nursing Home
32
5
'
32
5
'
FULL
FULL
Signal modificationsand
optimization
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 41
8.0 2020 Phase 2B Build Conditions
As discussed in the introduction, Phase 2B involves 414 single family homes and 360
apartments (total including Phase 2A). Additional access will be provided via the
northern extension of Shiloh Drive. For another access, two scenarios will be explored.
Scenario 1 will include an access on US 421 north of Sanders Road, and Scenario 2 will
include an access along Kings Highway. The build year for Phase 2B is 2020.
8.1 Trip Generation
Trips for this development were projected using TripGen 2013 software, based on the
9th edition of ITE Trip Generation Manual. Table 8.1 contains the results.
Table 8.1 - ITE Trip Generation
Tarin Woods II Development – Phase 2B
Average Weekday Driveway Volumes 24 Hour AM Peak
Hour PM Peak Hour Two-Way
Land Use ITE Land
Code Size Volume Enter Exit Enter Exit
Single Family
Detached
Housing
210 414 Dwelling
Units 3,941 78 233 261 153
Apartments 220 360 Dwelling
Units 2,305 36 144 140 76
Total Trips 6,246 114 377 401 229
8.2 Trip Distribution
Site trips for this proposed development were distributed based on the existing traffic
patterns and engineering judgment. The trip distribution model for Phase 2B Scenario 1
is shown in Figure 13A, for Phase 2B Scenario 2 is shown in Figure 13B, and the
directional distributions for site trips are as follows:
• 75% to and from the north on US 421 (Carolina Beach Road)
• 20% to and from the south on US 421 (Carolina Beach Road)
• 5% to and from the west on Sanders Road
8.3 2020 Future No Build Traffic
The 2020 future no build traffic volumes were computed by applying a 1.0%
compounded annual growth rate to the 2017 existing traffic volumes and adding
approved development trips. Figure 14 shows 2020 future no build traffic volumes for
AM and PM peaks.
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 42
8.4 2020 Phase 2 Build Total Traffic
The 2020 build-out traffic volumes for Phase 2B Scenario 1 were obtained by summing
the 2020 future no build volumes and Phase 2B Scenario 1 site trips due to the
proposed development. The 2020 build-out traffic volumes for Phase 2B Scenario 2
were obtained by summing the 2020 future no build volumes and Phase 2B Scenario 2
site trips due to the proposed development. Phase 2B Scenario 1 site trips are shown in
Figure 15 and 2020 Phase 2B Scenario 1 future build volumes are shown for AM and
PM peaks in Figure 16. Phase 2B Scenario 2 site trips are shown in Figure 17 and 2020
Phase 2B Scenario 2 future build volumes are shown for AM and PM peaks in Figure
18. More information can be found in the Traffic Volume Data section of the appendix.
*** NOT TO SCALE ***
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE13APHASE 2BSCENARIO 1TRIP DISTRIBUTION
DESTINATION
NODE%
RIGHTIN /
RIGHTOUT
35% OUT
Lieutenant
Congleton Road
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Ta
r
i
n
Ro
a
d
US
4
2
1
75%
20%
15
%
I
N
20
%
I
N
c
5%
I
N
+
25
%
O
U
T
10
%
O
U
T
20
%
O
U
T
55
%
I
N
20% IN
5% IN
5% IN
5%
O
U
T
5%
O
U
T
20
%
O
U
T
25% OUT
25% IN
5% IN
5%
DIRECTIONAL
CROSSOVER
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
Autumn Care
Nursing Home
75
%
I
N
75
%
O
U
T
Sh
i
l
o
h
Dr
i
v
e
Site
Access
10% IN
10
%
O
U
T
5%
I
N
5%
I
N
25
%
O
U
T
5%
O
U
T
20
%
I
N
+
10
%
O
U
T
75
%
I
N
+
15
%
O
U
T
65% OUT
c
15
%
O
U
T
*** NOT TO SCALE ***
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE13BPHASE 2BSCENARIO 2TRIP DISTRIBUTION
DESTINATION
NODE%
RIGHTIN /
RIGHTOUT
35% OUT
Kings
Highway
Lieutenant
Congleton Road
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Ta
r
i
n
Ro
a
d
US
4
2
1
75%
20%
5%
I
N
20
%
I
N
5%
I
N
+
15
%
O
U
T
15
%
O
U
T
20
%
O
U
T
15
%
O
U
T
20% IN
5% IN
5% IN
5%
O
U
T
5%
O
U
T
20
%
O
U
T
25% OUT
25% IN
5% IN
5%
5%
O
U
T
DIRECTIONAL
CROSSOVER
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
75
%
I
N
5%
O
U
T
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
Sh
i
l
o
h
Dr
i
v
e
Si
t
e
Ac
c
e
s
s
10
%
O
U
T
10% IN
15
%
I
N
15
%
I
N
+
5%
O
U
T
5%
I
N
60
%
I
N
15
%
I
N
+
5%
O
U
T
65% OUT
c
75
%
O
U
T
65
%
O
U
T
65% IN
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 14
2020 FUTURE NO
BUILD VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
170 / 237
14
0
/
1
0
8
21
6
9
/
1
5
7
2
54
/
1
3
3
13
8
0
/
1
9
2
6
11
/
3
3
19
/
3
1
18
0
5
/
1
1
2
9
46
/
1
3
2
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
542 / 4430 / 0
149 / 94
3
/
0
12
2
8
/
2
0
4
4
36
4
/
3
7
4
0
/
1
14
9
7
/
1
2
1
1
12
9
/
9
9
168 / 83
19 / 43
0 / 0
146 / 55
0 / 0
1 / 048 / 110
4 / 24
0
/
2
0
/
0
0
/
0
0
/
0
0
/
0
25
/
1
3
57 / 109
19
4
/
6
9
Ta
r
i
n
Ro
a
d
5 / 5
0 / 1
3 / 67 / 30
1
/
0
41
/
8
59
/
9
5
13
/
1
1
18
/
2
1
20
/
2
4
DIRECTIONAL
CROSSOVERKings
Highway73 / 103
15
5
/
1
7
0
15
0
8
/
1
8
8
9
38
/
7
8
17
2
3
/
2
4
9
6
22
9
1
/
1
5
1
2
91
/
1
2
9
6 / 38
8
/
5
20
2
4
/
1
5
8
6
1
/
9
10
/
1
0
16
/
1
0
15
9
6
/
2
3
4
0
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sh
i
l
o
h
Dr
i
v
e
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 15
PHASE 2B SCENARIO
1 SITE TRIPS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
23
/
8
0
75
/
4
6
0
/
0
17
/
6
0
6
/
2
0
0
/
0
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
0 / 0
0 / 0
0 / 0
6 / 200 / 0
0 / 0
0
/
0
61
/
1
0
3
19
/
1
1
0
/
0
10
0
/
7
7
0
/
0
132 / 80
0 / 0
0 / 0
94 / 57
0 / 0
11 / 4029 / 100
0 / 0
0
/
0
0
/
0
38
/
2
3
0
/
0
0
/
0
0
/
0
6 / 20
19
/
1
1
Ta
r
i
n
Ro
a
d
0 / 0
0 / 0
6 / 200 / 0
0
/
0
0
/
0
38
/
2
3
63
/
2
2
1
0
/
0
DIRECTIONAL
CROSSOVER
0 / 0
0
/
0
28
3
/
1
7
2
57
/
3
4
0
/
0
0
/
0
86
/
3
0
1
23 / 80
0
/
0
75
/
4
6
0
/
0
0
/
0
0 / 0
0 / 0
0
/
0
19
/
1
1
0
/
0
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
Site
Access
14
2
/
3
3
5
74
/
2
6
1
94
/
5
7
245 / 149
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sh
i
l
o
h
Dr
i
v
e
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 16
2020 PHASE 2B
SCENARIO 1 FUTURE
BUILD VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
76
/
2
1
3
14
5
5
/
1
9
7
2
11
/
3
3
36
/
9
1
18
1
1
/
1
1
4
9
46
/
1
3
2
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 3
0 / 0
0 / 0
548 / 4630 / 0
149 / 94
3
/
0
12
8
9
/
2
1
4
7
38
3
/
3
8
6
0
/
1
15
9
7
/
1
2
8
9
12
9
/
9
9
300 / 163
19 / 43
0 / 0
241 / 112
0 / 0
12 / 4077 / 210
4 / 24
0
/
2
0
/
0
38
/
2
3
0
/
0
0
/
0
25
/
1
3
62 / 129
21
3
/
8
0
Ta
r
i
n
Ro
a
d
0 / 0
5 / 5
6 / 203 / 6
0
/
0
41
/
8
51
/
3
4
80
/
2
4
1
20
/
2
4
DIRECTIONAL
CROSSOVER
6 / 38
8
/
5
23
0
6
/
1
7
5
7
58
/
4
4
10
/
1
0
16
/
1
0
16
8
1
/
2
6
4
1
23 / 80
0
/
0
75
/
4
6
0
/
0
1
/
0
0 / 1
7 / 30
0
/
0
19
/
1
1
0
/
0
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
Site
Access
17
5
5
/
2
7
7
4
74
/
2
6
1
21
5
2
/
1
7
3
3
245 / 149
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sh
i
l
o
h
Dr
i
v
e
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 17
PHASE 2B SCENARIO
2 SITE TRIPS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
245 / 149
6
/
2
0
57
/
3
4
23
/
8
0
75
/
4
6
0
/
0
17
/
6
0
6
/
2
0
0
/
0
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
0 / 0
0 / 0
0 / 0
0 / 00 / 0
6 / 20
0
/
0
36
/
7
2
0
/
0
0
/
0
62
/
5
4
19
/
1
1
132 / 80
0 / 0
0 / 0
94 / 57
0 / 0
11 / 4029 / 100
0 / 0
0
/
0
0
/
0
38
/
2
3
0
/
0
0
/
0
0
/
0
6 / 20
19
/
1
1
Ta
r
i
n
Ro
a
d
0 / 0
0 / 0
6 / 200 / 0
0
/
0
0
/
0
0
/
0
57
/
3
4
0
/
0
0
/
0
DIRECTIONAL
CROSSOVERKings
Highway0 / 0
68
/
2
4
1
36
/
7
2
0
/
0
86
/
3
0
1
28
3
/
1
7
2
19
/
1
1
23 / 80
0
/
0
75
/
4
6
0
/
0
0
/
0
0 / 0
0 / 0
0
/
0
19
/
1
1
0
/
0
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
Si
t
e
Ac
c
e
s
s
0 / 0
74 / 261
0 / 0
0 / 0
0
/
0
24
5
/
1
4
9
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sh
i
l
o
h
Dr
i
v
e
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE 18
2020 PHASE 2B
SCENARIO 2 FUTURE
BUILD VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
415 / 386
14
6
/
1
2
8
22
2
5
/
1
6
0
6
76
/
2
1
3
14
5
5
/
1
9
7
2
11
/
3
3
36
/
9
1
18
1
1
/
1
1
4
9
46
/
1
3
2
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
542 / 4430 / 0
155 / 114
3
/
0
12
6
4
/
2
1
1
6
36
4
/
3
7
4
0
/
1
15
5
9
/
1
2
6
6
14
8
/
1
1
0
300 / 163
19 / 43
0 / 0
241 / 112
0 / 0
12 / 4077 / 210
4 / 24
0
/
2
0
/
0
38
/
2
3
0
/
0
0
/
0
25
/
1
3
62 / 129
21
3
/
8
0
Ta
r
i
n
Ro
a
d
0 / 0
5 / 5
6 / 203 / 6
0
/
0
41
/
8
59
/
9
5
70
/
4
6
18
/
2
1
20
/
2
4
DIRECTIONAL
CROSSOVERKings
Highway73 / 103
22
3
/
4
1
1
15
4
3
/
1
9
6
0
38
/
7
8
18
0
8
/
2
7
9
6
25
7
4
/
1
6
8
4
11
0
/
1
4
0
23 / 80
0
/
0
75
/
4
6
0
/
0
1
/
0
0 / 1
7 / 30
0
/
0
19
/
1
1
0
/
0
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
Si
t
e
Ac
c
e
s
s
164 / 50
74 / 261
217 / 77
0 / 0
0
/
0
24
5
/
1
4
9
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 50
8.5 Phase 2B Discussion of Results
The following section discusses 2020 Phase 2B level of service for each intersection.
US 421 (Carolina Beach Road) at Kings Highway
This intersection was only considered as part of Scenario 2 for a site access on King
Highway. This signalized intersection is expected to operate at LOS B during the AM
peak and LOS C during the PM peak in 2020 future no build conditions. In 2020 future
build conditions, it is expected to operate at LOS C in the AM peak and LOS D in the
PM peak. It is recommended in Scenario 2 to extend pavement markings on Kings
Highway to provide 300 feet of storage for the westbound dual right turn lanes (currently
200 feet of storage) with appropriate taper. While queue results indicate the need for
longer turn lanes, the recommendation is based on roadway and right of way
constraints. With improvements in place, this intersection is expected to operate at LOS
C in the AM peak and LOS D in the PM peak.
Table 8.2 - US 421 (Carolina Beach Road) at Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future No
Build
B
(18.5)
L T R L T R L T R L T R
E
(60.1) E
(66.8)
E
(62.2)
B
(14.5)
A
(4.1) E (76.8) B
(10.7)
A
(5.3)
E (60.1) E (66.8) B (15.1) B (16.6)
2020 Phase 2B
Scenario 2 Future
Build
C
(28.5)
L T R L T R L T R L T R
E
(55.2) F
(89.2)
E
(56.7)
C
(22.5)
A
(5.4) E (74.1) B
(14.4)
A
(6.9)
E (55.2) F (89.2) C (22.3) C (21.7)
2020 Phase 2B
Scenario 2 Future
Build with
Improvements
C
(28.5)
L T R L T R L T R L T R
E
(55.2) F
(89.2)
E
(56.7)
C
(22.5)
A
(5.4) E (74.1) B
(14.4)
A
(6.9)
E (55.2) F (89.2) C (22.3) C (21.7)
PM Peak Hour
2020 Future No
Build
C
(20.2)
L T R L T R L T R L T R
E
(62.3) E
(71.4)
E
(65.2) A (8.2) A
(4.3) F (82.8) B
(15.2)
A
(4.2)
E (62.3) E (71.4) B (11.0) C (20.2)
2020 Phase 2B
Scenario 2 Future
Build
D
(46.4)
L T R L T R L T R L T R
E
(57.0) F
(91.0)
D
(51.2) A (7.1) A
(4.8) F (308.2) B
(18.6)
A
(4.5)
A (9.3) E (66.7)
2020 Phase 2B
Scenario 2 Future
Build with
Improvements
D
(46.4)
L T R L T R L T R L T R
E
(57.0) F
(91.0)
D
(51.2) A (7.1) A
(4.8) F (308.2) B
(18.6)
A
(4.5)
A (9.3) E (66.7)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 51
US 421 (Carolina Beach Road) at Sanders Road
This signalized intersection is expected to operate at LOS D during the AM and PM
peaks in 2020 future no build conditions. In 2020 future build conditions, with Phase 2A
improvements also implemented, it is expected to operate at LOS D in the AM peak and
LOS F in the PM peak for Scenario 1. In Scenario 2, it is expected to operate at LOS D
during both the AM and PM peaks. For Scenario 1 ONLY, it is recommended to extend
the southbound shared left and U-turn lane to 425 feet of storage with appropriate taper.
Additionally, it is recommended to optimize the signal due to the large addition of
southbound U-turn vehicles. No improvements are recommended for Scenario 2. With
recommendations for Scenario 1 in place, this intersection is expected to operate at
LOS D during the AM peak and LOS E during the PM peak.
Table 8.3 - US 421 (Carolina Beach Road) at Sanders Road
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future
No Build
D
(42.2)
L T R L T R LU T R LU T R
F
(97.9)
F
(99.9)
E
(60.8)
E
(67.5)
E
(67.5)
E
(67.5)
F
(287.3)
C
(22.0)
C
(22.0)
E
(72.3)
C
(22.1)
A
(3.5)
F (90.7) E (67.5) D (44.8) B (18.5)
2020 Phase
2B Scenario 1
Future Build
D
(37.5)
L T R L T R LU T R LU T R
F
(91.3)
F
(93.6)
C
(33.3) E
(67.0)
F
(83.3)
C
(24.3)
C
(24.3)
F
(83.3)
C
(30.8)
A
(5.8)
E (79.8) E (67.0) C (30.3) C (27.8)
2020 Phase
2B Scenario 1
Future Build
with
Improvements
D
(37.8)
L T R L T R LU T R LU T R
F
(92.1)
F
(94.3)
C
(33.7) E
(65.0)
F
(82.7)
C
(24.5)
C
(24.5)
F
(99.0)
C
(30.5)
A
(5.7)
F (80.5) E (65.0) C (30.4) C (28.3)
2020 Phase
2B Scenario 2
Future Build
D
(35.1)
L T R L T R LU T R LU T R
F
(92.1)
F
(93.8)
C
(32.0) E
(69.0)
F(
86.0)
B
(16.4)
B
(16.4)
E
(78.8)
C
(32.4)
A
(6.5)
E (79.5) E (69.0) C (24.9) C (27.3)
PM Peak Hour
2020 Future
No Build
D
(48.1)
L T R L T R LU T R LU T R
F
(192.2)
F
(198.9)
E
(75.2)
E
(70.3)
E
(70.3)
E
(70.3)
F
(136.1)
B
(14.3)
B
(14.3)
E
(78.3)
D
(37.7)
A
(3.9)
F (174.7) E (70.3) C (24.4) C (32.9)
2020 Phase
2B Scenario 1
Future Build
F
(106.8)
L T R L T R LU T R LU T R
F(
132.7)
F
(135.5)
D
(44.5) E
(70.3)
F
(134.2)
B
(17.3)
B
(17.3)
F
(err)
E
(61.9)
A
(3.8)
F (119.1) E (70.3) C (28.2) F (144.6)
2020 Phase
2B Scenario 1
Future Build
with
Improvements
E
(59.2)
L T R L T R LU T R LU T R
F
(132.7)
F
(135.5)
D
(44.5) D
(51.7)
F
(129.2)
C
(31.1)
C
(31.1)
F
(96.5)
E
(61.9)
A
(3.8)
F (119.1) D (51.7) D (40.2) E (56.9)
2020 Phase
2B Scenario 2
Future Build
D
(47.7)
L T R L T R LU T R LU T R
F
(122.8)
F
(125.1)
D
(45.6) E
(70.0)
F
(157.2)
B
(15.2)
B
(15.2)
F
(85.4)
D
(49.6)
A
(1.5)
F (108.0) E (70.0) C (32.7) D (42.7)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 52
US 421 (Carolina Beach Road) at Manassas Drive
This signalized intersection is expected to operate at LOS B during the AM and PM
peaks in 2020 future no build conditions. In 2020 future build conditions for both
Scenario 1 and Scenario 2, it is expected to operate at LOS C during the AM peak and
LOS B during the PM peak. Therefore, no improvements are recommended to
accommodate Phase 2B traffic.
Table 8.4 - US 421 (Carolina Beach Road) at Manassas Drive
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future
No Build B (16.6)
L T R L T R LU T R LU T R
C
(30.7) D
(50.5)
C
(32.9)
B
(13.0)
A
(4.3)
C
(30.5)
A
(3.1)
A
(2.5)
C (30.7) D (50.5) N/A* N/A*
2020 Phase
2B Scenario
1 Future
Build
C (33.0)
L T R L T R LU T R LU T R
C
(30.7) F
(148.4)
C
(32.9)
B
(14.6)
A
(4.5)
C
(30.1)
A
(3.8)
A
(2.5)
C (30.7) F (148.4) N/A* N/A*
2020 Phase
2B Scenario
2 Future
Build
C (33.0)
L T R L T R LU T R LU T R
C
(30.7) F
(148.4)
C
(32.9)
B
(14.6)
A
(4.5)
C
(30.1)
A
(3.5)
A
(2.5)
C (30.7) F (148.4) N/A* N/A*
PM Peak Hour
2020 Future
No Build B (13.9)
L T R L T R LU T R LU T R
C
(30.8) C
(32.3)
D
(38.9)
A
(7.1)
A
(4.8)
C
(31.6)
B
(12.0)
A
(2.7)
C (30.8) C (32.3) N/A* N/A*
2020 Phase
2B Scenario
1 Future
Build
B (14.4)
L T R L T R LU T R LU T R
C
(30.8) D
(35.4)
D
(38.9)
A
(9.0)
A
(6.1)
C
(29.0)
B
(11.1)
A
(2.5)
C (30.8) D (35.4) N/A* N/A*
2020 Phase
2B Scenario
2 Future
Build
B (14.6)
L T R L T R LU T R LU T R
C
(30.8) D
(35.4)
D
(38.9)
A
(9.0)
A
(6.1)
C
(30.9)
B
(10.6)
A
(2.6)
C (30.8) D (35.4) N/A* N/A*
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be
provided
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 53
Manassas Drive at Shiloh Drive
This unsignalized intersection is expected to operate at LOS B during the AM and PM
peaks in 2020 future no build conditions. In 2020 future build conditions for both
Scenario 1 and Scenario 2, it is expected to remain unchanged. Therefore, no
improvements are recommended to accommodate Phase 2B traffic.
Table 8.5 - Manassas Drive at Shiloh Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020
Future
No Build
B (10.2)
NB
Approach
L T R L T R L T R L T R
A
(7.6)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
B
(10.2)
B
(10.2)
B
(10.2)
A
(9.9)
A
(9.9)
A
(9.9)
A (0.1) A (0.2) B (10.2) A (9.9)
2020
Phase
2B
Scenario
1 Future
Build
B (12.1)
NB
Approach
L T R L T R L T R L T R
A
(7.8)
A
(0.0)
A
(0.0)
A
(7.4)
A
(0.0)
A
(0.0)
B
(12.1)
B
(12.1)
B
(12.1)
B
(10.4)
B
(10.4)
B
(10.4)
A (1.0) A (0.1) B (12.1) B (10.4)
2020
Phase
2B
Scenario
2 Future
Build
B (12.1)
NB
Approach
L T R L T R L T R L T R
A
(7.8)
A
(0.0)
A
(0.0)
A
(7.4)
A
(0.0)
A
(0.0)
B
(12.1)
B
(12.1)
B
(12.1)
B
(10.4)
B
(10.4)
B
(10.4)
A (1.0) A (0.1) B (12.1) B (10.4)
PM Peak Hour
2020
Future
No Build
B (10.0)
NB
Approach
L T R L T R L T R L T R
A
(7.4)
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0)
A
(0.0)
B
(10.0)
B
(10.0)
B
(10.0)
A
(9.7)
A
(9.7)
A
(9.7)
A (0.2) A (0.5) B (10.0) A (9.7)
2020
Phase
2B
Scenario
1 Future
Build
B (12.5)
NB
Approach
L T R L T R L T R L T R
A
(7.5)
A
(0.0)
A
(0.0)
A
(7.8)
A
(0.0)
A
(0.0)
B
(12.5)
B
(12.5)
B
(12.5)
A
(9.9)
A
(9.9)
A
(9.9)
A (1.1) A (0.3) B (12.5) A (9.9)
2020
Phase
2B
Scenario
2 Future
Build
B (12.5)
NB
Approach
L T R L T R L T R L T R
A
(7.5)
A
(0.0)
A
(0.0)
A
(7.8)
A
(0.0)
A
(0.0)
B
(12.5)
B
(12.5)
B
(12.5)
A
(9.9)
A
(9.9)
A
(9.9)
A (1.1) A (0.3) B (12.5) A (9.9)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 54
Manassas Drive at Appomattox Drive
This unsignalized intersection is expected to operate at LOS B during the AM peak and
LOS A during the PM peak in 2020 future no build conditions. In 2020 future build
conditions for both Scenario 1 and Scenario 2, it is expected to operate at LOS B in
both the AM and PM peaks. Therefore, no improvements are recommended to
accommodate Phase 2B traffic.
Table 8.6 - Manassas Drive at Appomattox Drive*
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future No
Build
B (10.5)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.4) B
(10.5)
B
(10.5) A
(9.1)
A
(9.1)
B (10.5) A (9.1)
2020 Phase 2B
Scenario 1 Future
Build
B (12.5)
NB
Approach
L T R L T R L T R L T R
A (2.1) A (2.1) B (12.5) B (12.5) A (8.7) A (8.7)
A (2.1) B (12.5) A (8.7)
2020 Phase 2B
Scenario 2 Future
Build
B (12.5)
NB
Approach
L T R L T R L T R L T R
A
(2.1) A
(2.1) B
(12.5)
B
(12.5) A
(8.7)
A
(8.7)
A (2.1) B (12.5) A (8.7)
PM Peak Hour
2020 Future No
Build
A (9.7)
NB
Approach
L T R L T R L T R L T R
A
(0.0) A
(0.2) A (9.7) A (9.7) A
(9.2)
A
(9.2)
A (0.2) A (9.7) A (9.2)
2020 Phase 2B
Scenario 1 Future
Build
B (11.9)
NB
Approach
L T R L T R L T R L T R
A
(3.1) A
(3.1) B
(11.9)
B
(11.9) A
(8.8)
A
(8.8)
A (3.1) B (11.9) A (8.8)
2020 Phase 2B
Scenario 2 Future
Build
B (11.9)
NB
Approach
L T R L T R L T R L T R
A
(3.1) A
(3.1) B
(11.9)
B
(11.9) A
(8.8)
A
(8.8)
A (3.1) B (11.9) A (8.8)
*HCM 2000 used for results at this intersection due to HCM 2010 being unable to produce results based on geometric configuration
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 55
Lieutenant Congleton Road at Tarin Road
This unsignalized intersection is expected to operate at LOS A during the AM and PM
peaks in 2020 future no build conditions. In 2020 future build conditions for both
Scenario 1 and Scenario 2, it is expected to remain unchanged. Therefore, no
improvements are recommended to accommodate Phase 2B traffic.
Table 8.7 - Lieutenant Congleton Road at Tarin Road
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future
No Build
A (8.8)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0) A
(8.8) A
(8.8)
A (0.0) A (3.2) A (8.8)
2020 Phase
2B Scenario 1
Future Build
A (9.1)
NB
Approach
L T R L T R L T R L T R
A
(7.2)
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0)
A
(0.0)
A
(9.1)
A
(9.1)
A
(9.1)
A
(8.7)
A
(8.7)
A
(8.7)
A (2.7) A (2.2) A (9.1) A (8.7)
2020 Phase
2B Scenario 2
Future Build
A (9.1)
NB
Approach
L T R L T R L T R L T R
A (7.2) A (0.0) A (0.0) A (7.2) A (0.0) A (0.0) A (9.1) A (9.1) A (9.1) A (8.7) A (8.7) A (8.7)
A (2.7) A (2.2) A (9.1) A (8.7)
PM Peak Hour
2020 Future
No Build
A (8.6)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0) A
(8.6) A
(8.6)
A (0.0) A (1.2) A (8.6)
2020 Phase
2B Scenario 1
Future Build
A (9.1)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
A
(9.1)
A
(9.1)
A
(9.1)
A
(8.8)
A
(8.8)
A
(8.8)
A (2.6) A (0.7) A (9.1) A (8.8)
2020 Phase
2B Scenario 2
Future Build
A (9.1)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
A
(9.1)
A
(9.1)
A
(9.1)
A
(8.8)
A
(8.8)
A
(8.8)
A (2.6) A (0.7) A (9.1) A (8.8)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 56
US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
This intersection was only considered as part of Scenario 2 for a site access on Kings
Highway. This signalized intersection is expected to operate at LOS A during the AM
peak and LOS B during the PM peak in 2020 future no build conditions. In 2020 future
build conditions for Scenario 2, it is expected to remain unchanged. Therefore, no
improvements are recommended to accommodate Phase 2B traffic.
Table 8.8 - US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future
No Build A (7.1)
L T R L T R U T R L T R
E
(72.8)
A
(0.0) A
(3.6)
N/A* A (3.6)
2020 Phase
2B Scenario 2
Future Build
A (8.2)
L T R L T R U T R L T R
E
(70.9)
A
(0.0) A
(4.3)
N/A* A (4.3)
PM Peak Hour
2020 Future
No Build B (10.6)
L T R L T R U T R L T R
F
(81.6)
A
(0.0) A
(7.0)
N/A* A (7.0)
2020 Phase
2B Scenario 2
Future Build
B (12.2)
L T R L T R U T R L T R
F
(86.0)
A
(0.0) A
(8.5)
N/A* A (8.5)
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be
provided
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 57
US 421 (Carolina Beach Road) at Autumn Care Nursing Home
This intersection was only considered as part of Scenario 1 including a site access on
US 421 north of Sanders Road. This unsignalized intersection is expected to operate at
LOS C during the AM and PM peaks in 2020 future no build conditions. In 2020 future
build conditions for Scenario 1, it is expected to operate at LOS C during the AM peak
and LOS D during the PM peak. Therefore, no improvements are recommended to
accommodate Phase 2B traffic.
Table 8.9 - US 421 (Carolina Beach Road) at Autumn Care Nursing Home
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Future
No Build
C (23.8)
WB
Approach
L T R L T R U T R LU T R
C
(23.8)
C
(21.8)
A
(0.0)
A
(0.0)
F
(60.3)
A
(0.0)
C (23.8) A (0.0) A (1.0)
2020 Phase
2B Scenario
1 Future
Build
D (29.3)
WB
Approach
L T R L T R U T R LU T R
D
(29.3)
D
(32.5)
A
(0.0)
A
(0.0)
F
(109.6)
A
(0.0)
D (29.3) A (0.8) A (1.7)
PM Peak Hour
2020 Future
No Build
C (19.6)
WB
Approach
L T R L T R U T R LU T R
C
(19.6)
F
(51.7)
A
(0.0)
A
(0.0)
D
(34.1)
A
(0.0)
C (19.6) A (0.3) A (0.3)
2020 Phase
2B Scenario
1 Future
Build
C (22.4)
WB
Approach
L T R L T R U T R LU T R
C
(22.4)
F
(177.4)
A
(0.0)
A
(0.0)
E
(46.2)
A
(0.0)
C (22.4) A (4.3) A (0.3)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 58
US 421 (Carolina Beach Road) at Site Access
This intersection was only considered as part of Scenario 1 including a site access on
US 421 north of Sanders Road. This unsignalized intersection is expected to operate at
LOS F during the AM and PM peaks in 2020 future build conditions for Scenario 1. It is
recommended to provide a full northbound right turn lane that extends to Sanders Road
with appropriate tape. With recommendations in place, this intersection is expected to
operate at LOS F during the AM peak and LOS E during the PM peak. While LOS E/F is
not ideal, this is typical for a minor street entering a major roadway.
Table 8.10 - US 421 (Carolina Beach Road) at Site Access
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Phase
2B Scenario 1
Future Build
F (357.8)
WB
Approach
L T R L T R L T R L T R
F
(357.8) A
(0.0)
A
(0.0) A
(0.0)
F (357.8) A (0.0) A (0.0)
2020 Phase
2B Scenario 1
Future Build
with
Improvements
F (312.0)
WB
Approach
L T R L T R L T R L T R
F
(312.0) A
(0.0)
A
(0.0) A
(0.0)
F (312.0) A (0.0) A (0.0)
PM Peak Hour
2020 Phase
2B Scenario 1
Future Build
F (71.0)
WB
Approach
L T R L T R L T R L T R
F
(71.0) A
(0.0)
A
(0.0) A
(0.0)
F (71.0) A (0.0) A (0.0)
2020 Phase
2B Scenario 1
Future Build
with
Improvements
E (41.6)
WB
Approach
L T R L T R L T R L T R
E
(41.6) A
(0.0)
A
(0.0) A
(0.0)
E (41.6) A (0.0) A (0.0)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 59
Kings Highway at Site Access
This intersection was only considered as part of Scenario 2 for a site access on Kings
Highway. In 2020 future build conditions for Scenario 2, this unsignalized intersection is
expected to operate at LOS C during the AM peak and LOS B during the PM peak. It is
recommended to build this access per NCDOT standards.
Table 8.11 - Kings Highway at Site Access
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2020 Phase
2B Scenario 2
Future Build
C (17.9)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.8)
A
(0.0) C
(17.9) C
(17.9)
A (0.0) A (0.1) C (17.9)
PM Peak Hour
2020 Phase
2B Scenario 2
Future Build
B (11.8)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(8.0)
A
(0.0) B
(11.8) B
(11.8)
A (0.0) A (0.4) B (11.8)
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 60
9.0 Queue Results
Below in Table 9.1 are the queue results for all exclusive turn lanes. Table 9.2 shows queues for turn lanes added during Phase 2B Build. The recommended improvements for 2020 Phase 2B Scenario 1
are in Figure 19, and recommended improvements for 2020 Phase 2B Scenario 2 are in Figure 20.
Table 9.1 - Queue Results
AM Peak Hour Queues
Scenario US 421 (Carolina Beach Road) at Kings Highway US 421 (Carolina Beach Road) at Sanders Road US 421 (Carolina Beach Road) at Manassas Drive
US 421 (Carolina
Beach Road) at U-
turn north of Kings
Highway
US 421 (Carolina Beach Road)
at Autumn Care Nursing
Driveway
Existing EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 136 182 132 500 239 400 275 138 14 344 67 19 85 0 54 323 73 0 94 52
95th Percentile Queue (ft) 67 138 102 57 238 430 206 97 19 77 0 0 0 0 5 122.5 0 0 27.5 2.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
Base Conditions Before
Tarin Woods 1 EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 111 160 97 59 337 400 275 143 13 350 108 0 85 0 28 78 73 0 70 30
95th Percentile Queue (ft) 67 138 102 57 239 430 206 79 19 77 0 0 0 0 5 45 0 0 25 2.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2018 No Build EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 111 203 118 107 227 400 275 452 43 350 72 28 85 28 69 229 73 0 95 52
95th Percentile Queue (ft) 68 140 103 58 243 466 216 343 51 82 51 9 71 5 27 162 116 0 27.5 2.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2018 Phase 2A Build EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 154 157 89 36 292 400 275 625 72 347 72 28 122 0 71 685 73 0 72 30
95th Percentile Queue (ft) 68 140 103 58 242 466 218 423 51 82 51 11 94 5 27 327 112 0 32.5 2.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2018 Phase 2A Build with
Improvements EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 340 324 350
95th Percentile Queue (ft) 404 153 206 54 157
Storage Bay (ft) 300 200 550 125 100
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 61
2020 No Build EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 132 221 130 39 347 400 275 625 96 350 73 50 85 0 69 289 73 24 51 53
95th Percentile Queue (ft) 69 142 106 60 245 483 221 349 52 84 52 9 72 5 28 168 116 0 30 2.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2020 Phase 2B Build
Scenario 1 EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 287 321 322 72 50 85 27 69 307 73 52 30
95th Percentile Queue (ft) 417 155 213 228 167 52 14 72 4 28 346 35 45 2.5
Storage Bay (ft) 300 200 550 125 100 350 100 400 175 FULL FULL 325 325 FULL
2020 Phase 2B Build
Scenario 1 with
Improvements
EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 332 320 321
95th Percentile Queue (ft) 445 161 216 167 162
Storage Bay (ft) 300 200 550 425 100
2020 Phase 2B Build
Scenario 2 EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 115 495 106 81 348 400 275 378 36 350 72 29 85 0 67 726 73
95th Percentile Queue (ft) 69 381 106 62 373 412 160 270 55 161 52 14 72 4 28 346 126
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600
2020 Phase 2B Build
Scenario 2 with
Improvements
EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 114 429 131 500 308
95th Percentile Queue (ft) 69 381 106 62 373
Storage Bay (ft) 100+FULL 300+FULL 325 250 600
PM Peak Hour Queues
Scenario US 421 (Carolina Beach Road) at Kings Highway US 421 (Carolina Beach Road) at Sanders Road US 421 (Carolina Beach Road) at Manassas Drive
US 421 (Carolina
Beach Road) at U-
turn north of Kings
Highway
US 421 (Carolina Beach Road)
at Autumn Care Nursing
Driveway
Existing EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 210 182 214 61 295 400 275 135 324 350 73 0 85 0 50 63 76 61 31 74
95th Percentile Queue (ft) 86 181 116 84 276 358 153 120 5 133 0 0 0 0 15 17.5 0 7.5 12.5 12.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 62
Base Conditions Before
Tarin Woods 1 EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 158 249 166 57 301 400 275 118 324 349 72 0 85 0 71 52 100 51 26 94
95th Percentile Queue (ft) 86 181 113 74 262 358 146 101 7 138 0 0 0 0 15 5 0 7.5 10 12.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2018 No Build EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 175 222 221 40 294 400 275 268 324 350 96 69 122 50 69 146 92 39 28 74
95th Percentile Queue (ft) 90 189 121 63 249 497 165 258 44 60 120 14 109 7 49 76 209 10 12.5 12.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2018 Phase 2A Build EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 152 203 169 48 259 400 275 442 324 350 96 70 85 30 86 123 73 50 66 73
95th Percentile Queue (ft) 90 189 123 61 251 497 175 311 40 51 120 25 166 7 49 131 220 10 12.5 12.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2018 Phase 2A Build with
Improvements EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 200 324 350
95th Percentile Queue (ft) 449 142 291 40 32
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 600
2020 No Build EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 175 239 151 36 305 400 275 218 324 350 91 52 109 51 71 101 96 51 52 55
95th Percentile Queue (ft) 92 193 157 47 268 508 166 259 61 97 120 15 109 7 49 76 207 10 12.5 12.5
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2020 Phase 2B Build
Scenario 1 EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 624 325 339 73 98 85 27 96 140 408 424 72
95th Percentile Queue (ft) 486 135 307 664 112 120 37 134 6 49 133 90 17.5 15
Storage Bay (ft) 300 200 550 125 100 350 100 400 175 FULL FULL 325 325 FULL
2020 Phase 2B Build
Scenario 1 with
Improvements
EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 238 339 339
95th Percentile Queue (ft) 486 135 302 424 112
Storage Bay (ft) 300 200 550 425 100
2020 Phase 2B Build
Scenario 2 EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 63
Max Queue (ft) 153 635 624 500 508 400 275 474 315 350 73 50 122 30 94 105 73
95th Percentile Queue (ft) 91 358 139 56 878 461 161 368 41 32 120 37 134 6 49 133 224
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600
2020 Phase 2B Build
Scenario 2 with
Improvements
EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 221 290 624 500 508
95th Percentile Queue (ft) 91 358 139 56 878
Storage Bay (ft) 100+FULL 300+FULL 325 250 600
Table 9.2 - Queue Results for Added Turn Lanes
AM Peak Hour Queues
Scenario
US 421 (Carolina
Beach Road) at Site
Access
2020 Phase 2B Build Scenario 1 WBR NBR
Max Queue (ft) 408
95th Percentile Queue (ft) 465
Storage Bay (ft) FULL
2020 Phase 2B Build Scenario 1 with
Improvements WBR NBR
Max Queue (ft) 484 0
95th Percentile Queue (ft) 440 0
Storage Bay (ft) FULL FULL
PM Peak Hour Queues
Scenario
US 421 (Carolina
Beach Road) at Site
Access
2020 Phase 2B Build Scenario 1 WBR NBR
Max Queue (ft) 244
95th Percentile Queue (ft) 145
Storage Bay (ft) FULL
2020 Phase 2B Build Scenario 1 with
Improvements WBR NBR
Max Queue (ft) 385 0
95th Percentile Queue (ft) 100 0
Storage Bay (ft) FULL FULL
Sh
i
l
o
h
Dr
i
v
e
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE19PHASE 2BSCENARIO 1 RECOMMENDED IMPROVEMENTS
Sanders
Road
RIGHTIN /
RIGHTOUT
300'
SPEEDLIMIT55
FULL
SPEED
LIMIT45
SPEEDLIMIT
35
SPEEDLIMIT
35
US
4
2
1
Sh
i
l
o
h
D
r
i
v
e
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Manassas Drive
SPEEDLIMIT
55
55
0
'
200'
42
5
'
10
0
'
17
5
'
40
0
'
FULL
35
0
'
10
0
'
Ta
r
i
n
Ro
a
d
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
FULL
Signal modificationsand
optimization
Site
Access
FULL
FU
L
L
Autumn Care
Nursing Home
32
5
'
32
5
'
FULL
Sh
i
l
o
h
Dr
i
v
e
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE20PHASE 2BSCENARIO 2 RECOMMENDED IMPROVEMENTS
Sanders
Road
RIGHTIN /
RIGHTOUT
300'
SPEEDLIMIT55
FULL
SPEEDLIMIT45
SPEEDLIMIT
35
SPEEDLIMIT
35
US
4
2
1
Sh
i
l
o
h
D
r
i
v
e
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Manassas Drive
SPEEDLIMIT
55
US
4
2
1
32
5
'
55
0
'
200'
12
5
'
10
0
'
17
5
'
40
0
'
FULL
35
0
'
10
0
'
Ta
r
i
n
Ro
a
d
FULL Kings
Highway
60
0
'
100'
FULL
FU
L
L
60
0
'
300'
25
0
'
FULL
Signal modificationsand
optimization
Si
t
e
Ac
c
e
s
s
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
PURPLE = RECOMMENDEDIN
PREVIOUSPHASE
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 66
10.0 Summary and Conclusion
The proposed Tarin Woods II development is located on the east side of US 421
(Carolina Beach Road) between Kings Highway and Lieutenant Congleton Road in New
Hanover County, NC. As currently planned, this development will consist of 414 single
family detached homes and 360 apartments. Tarin Woods I (Phase 1) is an existing
development with 130 single family homes located south of this project area and east of
Appomattox Road. These homes were constructed prior to 2017. Per coordination with
the City of Wilmington and NCDOT, and since Tarin Woods I and Tarin Woods II have
the same owner, the cumulative effects of both developments are analyzed as part of
this study.
Tarin Woods II will be analyzed for two (2) phases:
Phase 2A will consist of 214 single family homes. Access will be provided via northern
extension of Appomattox Road and Tarin Road. The build year for Phase 2A is
assumed to be 2018.
Phase 2B will consist of 414 single family homes and 360 apartments (total including
Phase 2A). Additional access will be provided via the northern extension of Shiloh
Drive. For another access, two scenarios will be explored. Scenario 1 will include an
access on US 421 north of Sanders Road, and Scenario 2 will include an access along
Kings Highway. The build year for Phase 2B is assumed to be 2020.
Table 9.1 summarizes the recommended improvements for each phase of this
development. Recommended improvements are illustrated in Figure 19 for Phase 2B
Scenario 1 and in Figure 20 for Phase 2B Scenario 2.
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 67
Table 10.1 – Recommended Improvement Summary
Intersection
Existing
Conditions
due to Phase
1
Phase 2A
Build
Phase 2B
Scenario 1
Build
Phase 2B
Scenario 2
Build
US 421 (Carolina Beach
Road) at Kings Highway
No
improvements
recommended
No improvements
recommended
• Extend
pavement
markings on
Kings
Highway to
provide 300
feet of storage
for the
westbound
dual right turn
lanes
US 421 (Carolina Beach
Road) at Sanders Road
No
improvements
recommended
• Convert the
westbound
movement to
a right-turn
only
• Perform
signal
modification
and
optimization
• Extend the
southbound
shared left and
U-turn lane to
425 feet of
storage
• Perform signal
modification
and
optimization
No improvements
recommended
US 421 (Carolina Beach
Road) at Manassas
Drive
No
improvements
recommended
No improvements
recommended
No improvements
recommended
No improvements
recommended
Manassas Drive at
Shiloh Drive
No
improvements
recommended
No improvements
recommended
No improvements
recommended
No improvements
recommended
Manassas Drive at
Appomattox Drive
No
improvements
recommended
No improvements
recommended
No improvements
recommended
No improvements
recommended
Lieutenant Congleton
Road at Tarin Road
No
improvements
recommended
No improvements
recommended
No improvements
recommended
No improvements
recommended
US 421 (Carolina Beach
Road) at U-Turn north of
Kings Highway
No
improvements
recommended
No improvements
recommended No improvements
recommended
US 421 (Carolina Beach
Road) at U-Turn Autumn
Care Nursing Home
No
improvements
recommended
No improvements
recommended
No improvements
recommended
US 421 (Carolina Beach
Road) at Site Access
No
improvements
recommended
No improvements
recommended
• Provide full
northbound
right turn lane
to Sanders
Road with
appropriate
taper
Kings Highway at Site
Access
• Construct
according to
NCDOT and
City of
Wilmington
standards
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 68
In conclusion, this study has reviewed the impacts of both background traffic and this
development traffic, and has determined that with the recommended improvements in
place, there will be adequate capacity to accommodate future traffic. Please note that all
accesses to the site are required to be constructed to NCDOT and City of Wilmington
standards.
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 69
Appendix
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 70
Trip Generation
Trip Generation Summary - Alternative 1
Project:
Alternative:
Open Date:
Analysis Date:
160278
Alternative 1
11/17/2016
11/17/2016
ITE Land Use Enter Exit Enter Exit
Average Daily Trips
Enter Exit TotalTotalTotal
AM Peak Hour of
Adjacent Street Traffic
PM Peak Hour of
Adjacent Street Traffic
210SFHOUSE 2
414Dwelling Units
41415326131123378394119701971
220 APT 1
360Dwelling Units
2167614018014436230511521153
Unadjusted Volume 312431226246114377491401229630
Internal Capture Trips000000000
000000000
312431226246114377491401229630
Pass-By Trips
Volume Added to Adjacent Streets
Total AM Peak Hour Internal Capture = 0 Percent
Total PM Peak Hour Internal Capture = 0 Percent
1TRIP GENERATION 2014, TRAFFICWARE, LLC
Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 71
Level of Service Analysis
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 72
US 421 (Carolina Beach Road) at Kings
Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007100165572081136150144937
Future Volume (vph)007100165572081136150144937
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662019582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)007900183632312151167161041
Shared Lane Traffic (%)
Lane Group Flow (vph)007900183632312151167161041
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.220.220.2125.8125.820.2125.8125.8
Actuated g/C Ratio0.130.130.130.810.810.130.810.81
v/c Ratio0.220.510.280.810.120.730.560.03
Control Delay60.567.262.512.44.080.37.03.8
Queue Delay0.00.00.00.00.00.00.20.0
Total Delay60.567.262.512.44.080.37.23.8
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAFAA
Approach Delay60.567.213.213.8
Approach LOS EEBB
Queue Length 50th (ft)4110059588281672527
Queue Length 95th (ft)671381028945723838119
Internal Link Dist (ft)46314861939502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172853127631728531276
Starvation Cap Reductn0 000003930
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.370.200.810.120.530.650.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 16.4Intersection LOS: B
Intersection Capacity Utilization 74.2%ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 11
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007100165572026136150143037
Future Volume (vph)007100165572026136150143037
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662032582
Travel Time (s)10.630.525.27.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)007900183632251151167158941
Shared Lane Traffic (%)
Lane Group Flow (vph)007900183632251151167158941
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.220.220.2125.8125.820.2125.8125.8
Actuated g/C Ratio0.130.130.130.810.810.130.810.81
v/c Ratio0.220.510.280.790.120.730.560.03
Control Delay60.567.262.511.64.080.47.13.9
Queue Delay0.00.00.00.00.00.00.20.0
Total Delay60.567.262.511.64.080.47.23.9
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 12
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAFAA
Approach Delay60.567.212.413.9
Approach LOS EEBB
Queue Length 50th (ft)4110059546281672477
Queue Length 95th (ft)671381028275723937019
Internal Link Dist (ft)46314861952502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172853127631728531276
Starvation Cap Reductn0 000003930
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.370.200.790.120.530.650.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 16.1Intersection LOS: B
Intersection Capacity Utilization 72.6%ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007200167582126137152147837
Future Volume (vph)007200167582126137152147837
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662019582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008000186642362152169164241
Shared Lane Traffic (%)
Lane Group Flow (vph)008000186642362152169164241
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.420.420.4125.6125.620.4125.6125.6
Actuated g/C Ratio0.130.130.130.810.810.130.810.81
v/c Ratio0.220.510.280.830.120.730.580.03
Control Delay60.467.262.413.44.077.59.95.0
Queue Delay0.00.00.00.00.00.00.20.0
Total Delay60.467.262.413.44.077.510.15.0
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEBA
Approach Delay60.467.214.016.2
Approach LOS EEBB
Queue Length 50th (ft)4210260630281703498
Queue Length 95th (ft)681401039595824354225
Internal Link Dist (ft)46314861939502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172849127431728491274
Starvation Cap Reductn0 000004610
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.370.200.830.120.530.690.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 17.8Intersection LOS: B
Intersection Capacity Utilization 75.5%ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007200167582216137152150837
Future Volume (vph)007200167582216137152150837
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662018582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008000186642462152169167641
Shared Lane Traffic (%)
Lane Group Flow (vph)008000186642462152169167641
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.420.420.4125.6125.620.4125.6125.6
Actuated g/C Ratio0.130.130.130.810.810.130.810.81
v/c Ratio0.220.510.280.860.120.730.590.03
Control Delay60.467.262.415.14.077.49.65.0
Queue Delay0.00.00.00.00.00.00.30.0
Total Delay60.467.262.415.14.077.49.95.0
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEAA
Approach Delay60.467.215.615.8
Approach LOS EEBB
Queue Length 50th (ft)4210260716281692567
Queue Length 95th (ft)6814010310975824261628
Internal Link Dist (ft)46314861938502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172849127431728491274
Starvation Cap Reductn0 000004600
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.370.200.860.120.530.700.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 18.4Intersection LOS: B
Intersection Capacity Utilization 78.0%ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007300170592169140155150838
Future Volume (vph)007300170592169140155150838
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662019582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008100189662410156172167642
Shared Lane Traffic (%)
Lane Group Flow (vph)008100189662410156172167642
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.720.720.7125.3125.320.7125.3125.3
Actuated g/C Ratio0.130.130.130.800.800.130.800.80
v/c Ratio0.220.510.280.850.120.730.590.03
Control Delay60.166.862.214.54.176.810.45.3
Queue Delay0.00.00.00.00.00.00.30.0
Total Delay60.166.862.214.54.176.810.75.3
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEBA
Approach Delay60.166.815.116.6
Approach LOS EEBB
Queue Length 50th (ft)4210362677301723327
Queue Length 95th (ft)6914210610236024562529
Internal Link Dist (ft)46314861939502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172841127031728411270
Starvation Cap Reductn0 000004630
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.380.210.850.120.540.700.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 18.5Intersection LOS: B
Intersection Capacity Utilization 76.9%ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007300415592225146223154338
Future Volume (vph)007300415592225146223154338
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)5439072018582
Travel Time (s)10.617.725.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008100461662472162248171442
Shared Lane Traffic (%)
Lane Group Flow (vph)008100461662472162248171442
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)27.727.727.7118.3118.327.7118.3118.3
Actuated g/C Ratio0.180.180.180.760.760.180.760.76
v/c Ratio0.160.930.210.920.140.790.640.04
Control Delay55.289.256.722.55.474.113.96.9
Queue Delay0.00.00.00.00.00.00.50.0
Total Delay55.289.256.722.55.474.114.46.9
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEFECAEBA
Approach Delay55.289.222.321.7
Approach LOSEFCC
Queue Length 50th (ft)4026558961402463489
Queue Length 95th (ft)69#381106111362#37375735
Internal Link Dist (ft)4638271938502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172682120031726821200
Starvation Cap Reductn0 000004920
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.920.210.920.140.780.780.04
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 28.5Intersection LOS: C
Intersection Capacity Utilization 84.4%ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2 with Imps
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007300415592225146223154338
Future Volume (vph)007300415592225146223154338
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010003003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)5439072018582
Travel Time (s)10.617.725.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008100461662472162248171442
Shared Lane Traffic (%)
Lane Group Flow (vph)008100461662472162248171442
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)27.727.727.7118.3118.327.7118.3118.3
Actuated g/C Ratio0.180.180.180.760.760.180.760.76
v/c Ratio0.160.930.210.920.140.790.640.04
Control Delay55.289.256.722.55.474.113.96.9
Queue Delay0.00.00.00.00.00.00.50.0
Total Delay55.289.256.722.55.474.114.46.9
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2 with Imps
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEFECAEBA
Approach Delay55.289.222.321.7
Approach LOSEFCC
Queue Length 50th (ft)4026558961402463489
Queue Length 95th (ft)69#381106111362#37375735
Internal Link Dist (ft)4638271938502
Turn Bay Length (ft)100300325250600
Base Capacity (vph)5005003172682120031726821200
Starvation Cap Reductn0 000004920
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.920.210.920.140.780.780.04
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 28.5Intersection LOS: C
Intersection Capacity Utilization 84.4%ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010000230921497105165179876
Future Volume (vph)0010000230921497105165179876
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662021582
Travel Time (s)10.630.525.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00111002561021663117183199884
Shared Lane Traffic (%)
Lane Group Flow (vph)00111002561021663117183199884
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)21.721.721.7120.3120.321.7120.3120.3
Actuated g/C Ratio0.140.140.140.790.790.140.790.79
v/c Ratio0.280.650.400.590.090.730.710.07
Control Delay58.468.557.613.16.477.68.83.8
Queue Delay0.00.00.00.00.00.00.00.0
Total Delay58.468.557.613.16.477.68.83.8
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEAA
Approach Delay58.468.515.114.2
Approach LOS EEBB
Queue Length 50th (ft)56138933941817640916
Queue Length 95th (ft)86181m116m732m8427663320
Internal Link Dist (ft)46314861941502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4754753022823126230228231262
Starvation Cap Reductn0 0000000
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.230.540.340.590.090.610.710.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 18.7Intersection LOS: B
Intersection Capacity Utilization 63.1%ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 11
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010000230921461105165173776
Future Volume (vph)0010000230921461105165173776
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662024582
Travel Time (s)10.630.525.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00111002561021623117183193084
Shared Lane Traffic (%)
Lane Group Flow (vph)00111002561021623117183193084
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)21.721.721.7120.3120.321.7120.3120.3
Actuated g/C Ratio0.140.140.140.790.790.140.790.79
v/c Ratio0.280.650.400.580.090.730.690.07
Control Delay58.468.559.511.55.475.88.54.1
Queue Delay0.00.00.00.00.00.00.00.0
Total Delay58.468.559.511.55.475.88.54.1
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 12
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEAA
Approach Delay58.468.513.813.9
Approach LOS EEBB
Queue Length 50th (ft)56138943741817639816
Queue Length 95th (ft)86181m113m690m7426258528
Internal Link Dist (ft)46314861944502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4754753022823126230228231262
Starvation Cap Reductn0 0000000
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.230.540.340.570.090.610.680.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 18.2Intersection LOS: B
Intersection Capacity Utilization 61.4%ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010100232931542106167185277
Future Volume (vph)0010100232931542106167185277
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662024582
Travel Time (s)10.630.525.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00112002581031713118186205886
Shared Lane Traffic (%)
Lane Group Flow (vph)00112002581031713118186205886
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.920.920.9121.1121.120.9121.1121.1
Actuated g/C Ratio0.140.140.140.800.800.140.800.80
v/c Ratio0.290.670.420.610.090.770.730.07
Control Delay59.870.854.011.05.778.913.24.7
Queue Delay0.00.00.00.00.00.00.30.0
Total Delay59.870.854.011.05.778.913.54.7
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEDBAEBA
Approach Delay59.870.813.018.4
Approach LOS EEBB
Queue Length 50th (ft)56139924162318522213
Queue Length 95th (ft)90189m121m405m632491012m49
Internal Link Dist (ft)46314861944502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4584582912819126129128191261
Starvation Cap Reductn0 000002110
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.240.560.350.610.090.640.790.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 20.0Intersection LOS: C
Intersection Capacity Utilization 64.7%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010100232931601106167195477
Future Volume (vph)0010100232931601106167195477
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662027582
Travel Time (s)10.630.525.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00112002581031779118186217186
Shared Lane Traffic (%)
Lane Group Flow (vph)00112002581031779118186217186
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.920.920.9121.1121.120.9121.1121.1
Actuated g/C Ratio0.140.140.140.800.800.140.800.80
v/c Ratio0.290.670.420.630.090.770.770.07
Control Delay59.870.853.212.66.382.416.04.6
Queue Delay0.00.00.00.00.00.00.40.0
Total Delay59.870.853.212.66.382.416.44.6
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEDBAFBA
Approach Delay59.870.814.321.0
Approach LOSEEBC
Queue Length 50th (ft)5613983543341926126
Queue Length 95th (ft)90189m123m464m612511174m45
Internal Link Dist (ft)46314861947502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4584582912819126129128191261
Starvation Cap Reductn0 000002110
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.240.560.350.630.090.640.830.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 21.8Intersection LOS: C
Intersection Capacity Utilization 67.5%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010300237951572108170188978
Future Volume (vph)0010300237951572108170188978
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662018582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00114002631061747120189209987
Shared Lane Traffic (%)
Lane Group Flow (vph)00114002631061747120189209987
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)0.5-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)6.65.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.522.122.1123.9123.922.1123.9123.9
Actuated g/C Ratio0.130.140.140.790.790.140.790.79
v/c Ratio0.310.670.420.620.100.760.750.07
Control Delay62.371.465.28.24.382.810.94.2
Queue Delay0.00.00.00.00.00.04.30.0
Total Delay62.371.465.28.24.382.815.24.2
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEAAFBA
Approach Delay62.371.411.020.2
Approach LOSEEBC
Queue Length 50th (ft)601451003392418750817
Queue Length 95th (ft)921931574634726869336
Internal Link Dist (ft)46314861938502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4715003172811125731728111257
Starvation Cap Reductn0 000006280
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.240.530.330.620.100.600.960.07
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 110 (71%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 20.2Intersection LOS: C
Intersection Capacity Utilization 66.1%ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010300386951606128411196078
Future Volume (vph)0010300386951606128411196078
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)5438952027582
Travel Time (s)10.617.425.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00114004291061784142457217887
Shared Lane Traffic (%)
Lane Group Flow (vph)00114004291061784142457217887
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)25.025.025.0117.0117.025.0117.0117.0
Actuated g/C Ratio0.160.160.160.770.770.160.770.77
v/c Ratio0.250.940.360.650.121.570.800.07
Control Delay57.091.051.27.14.8308.216.34.5
Queue Delay0.00.00.00.00.00.02.30.0
Total Delay57.091.051.27.14.8308.218.64.5
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEFDAAFBA
Approach Delay57.091.09.366.7
Approach LOSEFAE
Queue Length 50th (ft)5624210119324~64582227
Queue Length 95th (ft)91#358m139m337m56#878737m7
Internal Link Dist (ft)4638151947502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4584582912724121829127241218
Starvation Cap Reductn0 000003970
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.250.940.360.650.121.570.940.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.57
Intersection Signal Delay: 46.4Intersection LOS: D
Intersection Capacity Utilization 75.5%ICU Level of Service D
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2 with Imps
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010300386951606128411196078
Future Volume (vph)0010300386951606128411196078
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010003003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)5438952027582
Travel Time (s)10.617.425.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00114004291061784142457217887
Shared Lane Traffic (%)
Lane Group Flow (vph)00114004291061784142457217887
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)25.025.025.0117.0117.025.0117.0117.0
Actuated g/C Ratio0.160.160.160.770.770.160.770.77
v/c Ratio0.250.940.360.650.121.570.800.07
Control Delay57.091.051.27.14.8308.216.34.5
Queue Delay0.00.00.00.00.00.02.30.0
Total Delay57.091.051.27.14.8308.218.64.5
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2 with Imps
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEFDAAFBA
Approach Delay57.091.09.366.7
Approach LOSEFAE
Queue Length 50th (ft)5624210119324~64582227
Queue Length 95th (ft)91#358m139m337m56#878737m7
Internal Link Dist (ft)4638151947502
Turn Bay Length (ft)100300325250600
Base Capacity (vph)4584582912724121829127241218
Starvation Cap Reductn0 000003970
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.250.940.360.650.121.570.940.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.57
Intersection Signal Delay: 46.4Intersection LOS: D
Intersection Capacity Utilization 75.5%ICU Level of Service D
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 73
US 421 (Carolina Beach Road) at
Sanders Road
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)50241394411312214534173
Future Volume (vph)50241394411312214534173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.1200.079
Satd. Flow (perm)1681168615830183500224353900147
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)55841544411413616144193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)279283154 090015016180022
Turn TypeSplitNAProtPermNApm+ptpm+ptNAProtpm+pt
Protected Phases444355211
Permitted Phases3226
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)25.625.625.67.2100.294.795.4
Actuated g/C Ratio0.180.180.180.050.700.660.66
v/c Ratio0.930.940.550.100.610.700.12
Control Delay95.597.561.267.520.420.39.7
Queue Delay0.00.00.00.00.00.00.0
Total Delay95.597.561.267.520.420.39.7
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1192339
Future Volume (vph)1192339
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1324377
Shared Lane Traffic (%)
Lane Group Flow (vph)1324377
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)87.7118.6
Actuated g/C Ratio0.610.82
v/c Ratio0.610.29
Control Delay20.53.3
Queue Delay0.00.0
Total Delay20.53.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEECCA
Approach Delay88.967.520.3
Approach LOSFEC
Queue Length 50th (ft)2682731308405255
Queue Length 95th (ft)#430#438206299779119
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308962512326201
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.850.860.500.090.600.700.11
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 30.5Intersection LOS: C
Intersection Capacity Utilization 82.7%ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay16.6
Approach LOSB
Queue Length 50th (ft)39054
Queue Length 95th (ft)58777
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21561330
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.610.28
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 13
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)5024138 441411713984173
Future Volume (vph)5024138 441411713984173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.1270.090
Satd. Flow (perm)1681168615830183500237353900168
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)5584153 441413015534193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)279283153 090013415570022
Turn TypeSplitNAProtPermNApm+ptpm+ptNAProtpm+pt
Protected Phases444355211
Permitted Phases3226
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)25.625.625.67.299.994.795.8
Actuated g/C Ratio0.180.180.180.050.690.660.67
v/c Ratio0.930.940.540.100.540.670.12
Control Delay95.597.561.167.516.219.59.4
Queue Delay0.00.00.00.00.00.00.0
Total Delay95.597.561.167.516.219.59.4
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 14
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1173339
Future Volume (vph)1173339
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1303377
Shared Lane Traffic (%)
Lane Group Flow (vph)1303377
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)88.1119.0
Actuated g/C Ratio0.610.83
v/c Ratio0.600.29
Control Delay20.03.2
Queue Delay0.00.0
Total Delay20.03.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEBBA
Approach Delay88.967.519.2
Approach LOSFEB
Queue Length 50th (ft)2682731298354905
Queue Length 95th (ft)#430#438206297973919
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308962592326215
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.850.860.500.090.520.670.10
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 30.2Intersection LOS: C
Intersection Capacity Utilization 81.2%ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 16
Lane GroupSBTSBR
LOSBA
Approach Delay16.1
Approach LOSB
Queue Length 50th (ft)37351
Queue Length 95th (ft)57377
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21661335
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.600.28
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)53241464411312714684173
Future Volume (vph)53241464411312714684173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018350017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)59141624411414116314193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)295300162 090015516350022
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)26.626.626.67.28.993.37.4
Actuated g/C Ratio0.180.180.180.050.060.650.05
v/c Ratio0.950.960.550.101.420.710.24
Control Delay97.3100.260.967.5280.521.372.2
Queue Delay0.00.00.00.00.00.00.0
Total Delay97.3100.260.967.5280.521.372.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1204357
Future Volume (vph)1204357
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1338397
Shared Lane Traffic (%)
Lane Group Flow (vph)1338397
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)86.1117.9
Actuated g/C Ratio0.600.82
v/c Ratio0.630.31
Control Delay21.53.5
Queue Delay0.00.0
Total Delay21.53.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFCE
Approach Delay90.767.543.8
Approach LOSFED
Queue Length 50th (ft)2872921388~19553520
Queue Length 95th (ft)#466#47721629#34382751
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308961092292111
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.900.910.530.091.420.710.20
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.42
Intersection Signal Delay: 41.6Intersection LOS: D
Intersection Capacity Utilization 84.0%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay18.1
Approach LOSB
Queue Length 50th (ft)39859
Queue Length 95th (ft)59782
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21151312
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.630.30
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)53241484413713315584173
Future Volume (vph)53241484413713315584173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018350017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)59141644414114817314193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)295300164 090018917350022
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)26.626.626.67.28.993.37.4
Actuated g/C Ratio0.180.180.180.050.060.650.05
v/c Ratio0.950.960.560.101.730.760.24
Control Delay97.3100.261.167.5402.622.772.2
Queue Delay0.00.00.00.00.00.00.0
Total Delay97.3100.261.167.5402.622.772.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1234357
Future Volume (vph)1234357
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1371397
Shared Lane Traffic (%)
Lane Group Flow (vph)1371397
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)86.1117.9
Actuated g/C Ratio0.600.82
v/c Ratio0.650.31
Control Delay21.93.5
Queue Delay0.00.0
Total Delay21.93.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFCE
Approach Delay90.667.560.0
Approach LOSFEE
Queue Length 50th (ft)2872921408~26160020
Queue Length 95th (ft)#466#47721829#423#98151
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308961092292111
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.900.910.530.091.730.760.20
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.73
Intersection Signal Delay: 48.6Intersection LOS: D
Intersection Capacity Utilization 86.5%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay18.4
Approach LOSB
Queue Length 50th (ft)41459
Queue Length 95th (ft)62182
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21151312
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.650.30
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2018 Phase 2A with Imps
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)53241480093713315584173
Future Volume (vph)53241480093713315584173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)591416400104114817314193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)2953001640010018917350022
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)44.044.030.013.030.030.095.013.013.0
Total Split (%)28.9%28.9%19.7%8.6%19.7%19.7%62.5%8.6%8.6%
Maximum Green (s)37.137.123.97.123.923.988.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)29.329.354.47.118.2101.77.1
Actuated g/C Ratio0.190.190.360.050.120.670.05
v/c Ratio0.910.930.290.130.890.730.27
Control Delay91.593.934.473.786.916.778.3
Queue Delay0.00.00.00.00.00.00.0
Total Delay91.593.934.473.786.916.778.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2018 Phase 2A with Imps
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1234357
Future Volume (vph)1234357
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1371397
Shared Lane Traffic (%)
Lane Group Flow (vph)1371397
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)78.044.0
Total Split (%)51.3%28.9%
Maximum Green (s)71.437.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)84.9120.8
Actuated g/C Ratio0.560.79
v/c Ratio0.690.32
Control Delay28.55.5
Queue Delay0.00.0
Total Delay28.55.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2018 Phase 2A with Imps
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFCEFBE
Approach Delay80.173.723.6
Approach LOSFEC
Queue Length 50th (ft)3043101151017960022
Queue Length 95th (ft)40441015332m206m62854
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)41041162575278236883
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.720.730.260.130.680.730.27
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 33.4Intersection LOS: C
Intersection Capacity Utilization 90.5%ICU Level of Service E
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2018 Phase 2A with Imps
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay24.0
Approach LOSC
Queue Length 50th (ft)50895
Queue Length 95th (ft)710157
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)19761339
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.690.30
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)54241494411312914974183
Future Volume (vph)54241494411312914974183
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018350017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)60241664411414316634203
Shared Lane Traffic (%)50%
Lane Group Flow (vph)301305166 090015716670023
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)27.027.027.07.28.992.87.4
Actuated g/C Ratio0.190.190.190.050.060.640.05
v/c Ratio0.960.970.560.101.440.730.25
Control Delay97.999.960.867.5287.322.072.3
Queue Delay0.00.00.00.00.00.00.0
Total Delay97.999.960.867.5287.322.072.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1228364
Future Volume (vph)1228364
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1364404
Shared Lane Traffic (%)
Lane Group Flow (vph)1364404
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)85.7117.9
Actuated g/C Ratio0.600.82
v/c Ratio0.650.31
Control Delay22.13.5
Queue Delay0.00.0
Total Delay22.13.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFCE
Approach Delay90.767.544.8
Approach LOSFED
Queue Length 50th (ft)2942981428~19955521
Queue Length 95th (ft)#483#49022129#34986052
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308961092281111
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.920.930.540.091.440.730.21
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay: 42.2Intersection LOS: D
Intersection Capacity Utilization 85.0%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay18.5
Approach LOSB
Queue Length 50th (ft)41060
Queue Length 95th (ft)61584
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21051308
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.650.31
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 10
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)54841490015112915974803
Future Volume (vph)54841490015112915974803
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)60941660015714317744893
Shared Lane Traffic (%)50%
Lane Group Flow (vph)304309166 001020017780092
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)44.044.030.013.030.030.095.013.013.0
Total Split (%)28.9%28.9%19.7%8.6%19.7%19.7%62.5%8.6%8.6%
Maximum Green (s)37.137.123.97.123.923.988.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)30.030.056.013.019.189.913.0
Actuated g/C Ratio0.200.200.370.090.130.590.09
v/c Ratio0.920.930.280.010.900.850.61
Control Delay91.393.633.367.083.324.383.3
Queue Delay0.00.00.00.00.00.00.0
Total Delay91.393.633.367.083.324.383.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 11
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1289383
Future Volume (vph)1289383
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)404
Travel Time (s)5.0
Peak Hour Factor0.900.90
Adj. Flow (vph)1432426
Shared Lane Traffic (%)
Lane Group Flow (vph)1432426
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)78.044.0
Total Split (%)51.3%28.9%
Maximum Green (s)71.437.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)83.3119.9
Actuated g/C Ratio0.550.79
v/c Ratio0.740.34
Control Delay30.85.8
Queue Delay0.00.0
Total Delay30.85.8
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 12
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFCEFCF
Approach Delay79.867.030.3
Approach LOSEEC
Queue Length 50th (ft)312318114119062688
Queue Length 95th (ft)4174241558m213m663m#228
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)4104116331382782112151
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.740.750.260.010.720.840.61
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 37.5Intersection LOS: D
Intersection Capacity Utilization 92.1%ICU Level of Service F
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 13
Lane GroupSBTSBR
LOSCA
Approach Delay27.8
Approach LOSC
Queue Length 50th (ft)556106
Queue Length 95th (ft)758m167
Internal Link Dist (ft)324
Turn Bay Length (ft)100
Base Capacity (vph)19391322
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.740.32
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1 with Imps
C. Steiss Page 6
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)54841490015112915974803
Future Volume (vph)54841490015112915974803
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500425
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)60941660015714317744893
Shared Lane Traffic (%)50%
Lane Group Flow (vph)304309166 001020017780092
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)42.042.029.018.029.029.092.018.018.0
Total Split (%)27.6%27.6%19.1%11.8%19.1%19.1%60.5%11.8%11.8%
Maximum Green (s)35.135.122.912.122.922.985.712.112.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)29.929.955.910.919.192.110.9
Actuated g/C Ratio0.200.200.370.070.130.610.07
v/c Ratio0.920.930.290.010.900.830.72
Control Delay92.194.333.765.082.724.599.0
Queue Delay0.00.00.00.00.00.00.0
Total Delay92.194.333.765.082.724.599.0
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1 with Imps
C. Steiss Page 7
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1289383
Future Volume (vph)1289383
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)404
Travel Time (s)5.0
Peak Hour Factor0.900.90
Adj. Flow (vph)1432426
Shared Lane Traffic (%)
Lane Group Flow (vph)1432426
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)81.042.0
Total Split (%)53.3%27.6%
Maximum Green (s)74.435.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)83.4119.9
Actuated g/C Ratio0.550.79
v/c Ratio0.740.34
Control Delay30.55.7
Queue Delay0.00.0
Total Delay30.55.7
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1 with Imps
C. Steiss Page 8
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFCEFCF
Approach Delay80.565.030.4
Approach LOSFEC
Queue Length 50th (ft)311317113118959990
Queue Length 95th (ft)#445#4541618m216m821m#167
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550425
Base Capacity (vph)3883896211292662144141
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.780.790.270.010.750.830.65
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 37.8Intersection LOS: D
Intersection Capacity Utilization 92.1%ICU Level of Service F
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1 with Imps
C. Steiss Page 9
Lane GroupSBTSBR
LOSCA
Approach Delay28.3
Approach LOSC
Queue Length 50th (ft)562107
Queue Length 95th (ft)727m162
Internal Link Dist (ft)324
Turn Bay Length (ft)100
Base Capacity (vph)19421303
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.740.33
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)54241550017014815594183
Future Volume (vph)54241550017014815594183
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)60241720017816417324203
Shared Lane Traffic (%)50%
Lane Group Flow (vph)301305172 001024217360023
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)44.044.030.013.030.030.095.013.013.0
Total Split (%)28.9%28.9%19.7%8.6%19.7%19.7%62.5%8.6%8.6%
Maximum Green (s)37.137.123.97.123.923.988.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)29.729.758.67.122.0101.37.1
Actuated g/C Ratio0.200.200.390.050.140.670.05
v/c Ratio0.920.930.280.010.950.740.28
Control Delay92.193.832.069.086.016.478.8
Queue Delay0.00.00.00.00.00.00.0
Total Delay92.193.832.069.086.016.478.8
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1264364
Future Volume (vph)1264364
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1404404
Shared Lane Traffic (%)
Lane Group Flow (vph)1404404
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)78.044.0
Total Split (%)51.3%28.9%
Maximum Green (s)71.437.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)80.7117.0
Actuated g/C Ratio0.530.77
v/c Ratio0.750.33
Control Delay32.46.5
Queue Delay0.00.0
Total Delay32.46.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFCEFBE
Approach Delay79.569.024.9
Approach LOSEEC
Queue Length 50th (ft)310314114122656323
Queue Length 95th (ft)4124181608m270m62355
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)41041162976278235883
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.730.740.270.010.870.740.28
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 35.1Intersection LOS: D
Intersection Capacity Utilization 90.8%ICU Level of Service E
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay27.3
Approach LOSC
Queue Length 50th (ft)576117
Queue Length 95th (ft)738161
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)18791295
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.750.31
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2 with Imps
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)54241550017014815594183
Future Volume (vph)54241550017014815594183
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)60241720017816417324203
Shared Lane Traffic (%)50%
Lane Group Flow (vph)301305172 001024217360023
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)44.044.030.013.030.030.095.013.013.0
Total Split (%)28.9%28.9%19.7%8.6%19.7%19.7%62.5%8.6%8.6%
Maximum Green (s)37.137.123.97.123.923.988.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)29.729.758.67.122.0101.37.1
Actuated g/C Ratio0.200.200.390.050.140.670.05
v/c Ratio0.920.930.280.010.950.740.28
Control Delay92.193.832.069.086.016.478.8
Queue Delay0.00.00.00.00.00.00.0
Total Delay92.193.832.069.086.016.478.8
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2 with Imps
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1264364
Future Volume (vph)1264364
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1404404
Shared Lane Traffic (%)
Lane Group Flow (vph)1404404
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)78.044.0
Total Split (%)51.3%28.9%
Maximum Green (s)71.437.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)80.7117.0
Actuated g/C Ratio0.530.77
v/c Ratio0.750.33
Control Delay32.46.5
Queue Delay0.00.0
Total Delay32.46.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2 with Imps
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFCEFBE
Approach Delay79.569.024.9
Approach LOSEEC
Queue Length 50th (ft)310314114122656323
Queue Length 95th (ft)4124181608m270m62355
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)41041162976278235883
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.730.740.270.010.870.740.28
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 35.1Intersection LOS: D
Intersection Capacity Utilization 90.8%ICU Level of Service E
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2 with Imps
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay27.3
Approach LOSC
Queue Length 50th (ft)576117
Queue Length 95th (ft)738161
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)18791295
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.750.31
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)330485241118212021204
Future Volume (vph)330485241118212021204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.0390.162
Satd. Flow (perm)168116861583018270073353900302
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)367494241129113361224
Shared Lane Traffic (%)49%
Lane Group Flow (vph)18718494 070010313370026
Turn TypeSplitNAProtPermNApm+ptpm+ptNAProtpm+pt
Protected Phases444355211
Permitted Phases3226
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)17.517.517.57.6116.5110.5110.9
Actuated g/C Ratio0.120.120.120.050.770.730.73
v/c Ratio0.960.950.520.080.680.520.09
Control Delay121.7118.273.770.350.811.54.7
Queue Delay0.00.00.00.00.00.00.0
Total Delay121.7118.273.770.350.811.54.7
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1945322
Future Volume (vph)1945322
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2161358
Shared Lane Traffic (%)
Lane Group Flow (vph)2161358
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)103.2126.0
Actuated g/C Ratio0.680.83
v/c Ratio0.900.27
Control Delay31.33.2
Queue Delay0.00.0
Total Delay31.33.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEDBA
Approach Delay110.670.314.3
Approach LOSFEB
Queue Length 50th (ft)196193897473007
Queue Length 95th (ft)#358#35315324120487m5
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031772573335
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.940.920.500.070.580.520.08
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 31.8Intersection LOS: C
Intersection Capacity Utilization 92.9%ICU Level of Service F
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay27.1
Approach LOSC
Queue Length 50th (ft)108537
Queue Length 95th (ft)#1369133
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)24031318
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.900.27
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 13
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)330481 24118011661204
Future Volume (vph)330481 24118011661204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.0390.171
Satd. Flow (perm)168116861583018270073353900319
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)367490 24118912961224
Shared Lane Traffic (%)49%
Lane Group Flow (vph)18718490 07009012970026
Turn TypeSplitNAProtPermNApm+ptpm+ptNAProtpm+pt
Protected Phases444355211
Permitted Phases3226
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)17.517.517.57.6116.1110.5111.4
Actuated g/C Ratio0.120.120.120.050.760.730.73
v/c Ratio0.960.950.490.080.620.500.09
Control Delay121.7118.272.870.343.611.35.0
Queue Delay0.00.00.00.00.00.00.0
Total Delay121.7118.272.870.343.611.35.0
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 14
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1884322
Future Volume (vph)1884322
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2093358
Shared Lane Traffic (%)
Lane Group Flow (vph)2093358
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)103.7126.5
Actuated g/C Ratio0.680.83
v/c Ratio0.870.27
Control Delay29.63.0
Queue Delay0.00.0
Total Delay29.63.0
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEDBA
Approach Delay110.770.313.4
Approach LOSFEB
Queue Length 50th (ft)196193857342867
Queue Length 95th (ft)#358#35314624101465m7
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031772573348
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.940.920.480.070.510.500.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 140
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 30.7Intersection LOS: C
Intersection Capacity Utilization 91.2%ICU Level of Service F
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 16
Lane GroupSBTSBR
LOSCA
Approach Delay25.5
Approach LOSC
Queue Length 50th (ft)100326
Queue Length 95th (ft)#1288138
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)24141322
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.870.27
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)436493241119711871204
Future Volume (vph)436493241119711871204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018270017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)48441032411210813191224
Shared Lane Traffic (%)50%
Lane Group Flow (vph)242246103 070012013200026
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)18.118.118.17.610.9109.37.6
Actuated g/C Ratio0.120.120.120.050.070.720.05
v/c Ratio1.211.230.550.080.950.520.30
Control Delay185.5192.274.970.3132.613.987.2
Queue Delay0.00.00.00.00.00.00.0
Total Delay185.5192.274.970.3132.613.987.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2004368
Future Volume (vph)2004368
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2227409
Shared Lane Traffic (%)
Lane Group Flow (vph)2227409
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)100.4123.7
Actuated g/C Ratio0.660.81
v/c Ratio0.950.32
Control Delay38.23.6
Queue Delay0.00.0
Total Delay38.23.6
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFBF
Approach Delay169.070.323.8
Approach LOSFEC
Queue Length 50th (ft)~307~31498712224024
Queue Length 95th (ft)#497#50716524#258643m44
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031262545129
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.211.230.550.070.950.520.20
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.23
Intersection Signal Delay: 47.5Intersection LOS: D
Intersection Capacity Utilization 96.6%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay33.3
Approach LOSC
Queue Length 50th (ft)1183117
Queue Length 95th (ft)#144860
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)23371288
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.950.32
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)4364992412710112461204
Future Volume (vph)4364992412710112461204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018270017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)48441102413011213841224
Shared Lane Traffic (%)50%
Lane Group Flow (vph)242246110 070014213850026
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)18.118.118.17.610.9109.37.6
Actuated g/C Ratio0.120.120.120.050.070.720.05
v/c Ratio1.211.230.590.081.130.540.30
Control Delay185.5192.276.870.3172.716.288.0
Queue Delay0.00.00.00.00.00.00.0
Total Delay185.5192.276.870.3172.716.288.0
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2106368
Future Volume (vph)2106368
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2340409
Shared Lane Traffic (%)
Lane Group Flow (vph)2340409
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)100.4123.7
Actuated g/C Ratio0.660.81
v/c Ratio1.000.32
Control Delay45.33.5
Queue Delay0.00.0
Total Delay45.33.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFBF
Approach Delay168.370.330.8
Approach LOSFEC
Queue Length 50th (ft)~307~3141057~16331725
Queue Length 95th (ft)#497#50717524#311697m40
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031262545129
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.211.230.590.071.130.540.20
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.23
Intersection Signal Delay: 52.5Intersection LOS: D
Intersection Capacity Utilization 100.5%ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay39.5
Approach LOSD
Queue Length 50th (ft)1280118
Queue Length 95th (ft)#153851
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)23371288
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.000.32
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2018 Phase 2A with Imps
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)4364990072710112461204
Future Volume (vph)4364990072710112461204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)48441100083011213841224
Shared Lane Traffic (%)50%
Lane Group Flow (vph)242246110 008014213850026
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)29.029.019.013.019.019.0110.013.013.0
Total Split (%)19.1%19.1%12.5%8.6%12.5%12.5%72.4%8.6%8.6%
Maximum Green (s)22.122.112.97.112.912.9103.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)22.122.141.77.012.7108.97.0
Actuated g/C Ratio0.150.150.270.050.080.720.05
v/c Ratio0.991.000.250.110.970.550.32
Control Delay119.1121.944.972.7129.415.485.7
Queue Delay0.00.00.00.00.00.00.0
Total Delay119.1121.944.972.7129.415.485.7
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2018 Phase 2A with Imps
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2106368
Future Volume (vph)2106368
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2340409
Shared Lane Traffic (%)
Lane Group Flow (vph)2340409
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)104.029.0
Total Split (%)68.4%19.1%
Maximum Green (s)97.422.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)97.6126.3
Actuated g/C Ratio0.640.83
v/c Ratio1.030.31
Control Delay54.93.5
Queue Delay0.00.0
Total Delay54.93.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2018 Phase 2A with Imps
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFDEFBF
Approach Delay106.672.726.0
Approach LOSFEC
Queue Length 50th (ft)255~26286814833225
Queue Length 95th (ft)#449#46014228#291397m40
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)24424543675150253682
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.991.000.250.110.950.550.32
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 48.1Intersection LOS: D
Intersection Capacity Utilization 93.8%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2018 Phase 2A with Imps
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay47.6
Approach LOSD
Queue Length 50th (ft)~1333131
Queue Length 95th (ft)#142232
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)22721315
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.030.31
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)443494241119912111214
Future Volume (vph)443494241119912111214
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018270017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)49241042411211013461234
Shared Lane Traffic (%)50%
Lane Group Flow (vph)246250104 070012213470027
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)18.118.118.17.610.9109.37.7
Actuated g/C Ratio0.120.120.120.050.070.720.05
v/c Ratio1.231.250.550.080.970.530.30
Control Delay192.2198.975.270.3136.114.378.3
Queue Delay0.00.00.00.00.00.00.0
Total Delay192.2198.975.270.3136.114.378.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2044374
Future Volume (vph)2044374
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2271416
Shared Lane Traffic (%)
Lane Group Flow (vph)2271416
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)100.4123.7
Actuated g/C Ratio0.660.81
v/c Ratio0.970.32
Control Delay37.73.9
Queue Delay0.00.0
Total Delay37.73.9
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFBE
Approach Delay174.770.324.4
Approach LOSFEC
Queue Length 50th (ft)~315~32499712325126
Queue Length 95th (ft)#508#51616624#25966661
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031262544129
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.231.250.550.070.970.530.21
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.25
Intersection Signal Delay: 48.1Intersection LOS: D
Intersection Capacity Utilization 98.0%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay32.9
Approach LOSC
Queue Length 50th (ft)98870
Queue Length 95th (ft)#147097
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)23371288
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.970.32
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 10
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)4634940033499128912414
Future Volume (vph)4634940033499128912414
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)514410400338110143212684
Shared Lane Traffic (%)50%
Lane Group Flow (vph)257261104 0030148143300272
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)29.029.019.013.019.019.0110.013.013.0
Total Split (%)19.1%19.1%12.5%8.6%12.5%12.5%72.4%8.6%8.6%
Maximum Green (s)22.122.112.97.112.912.9103.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)22.122.141.97.112.9103.77.1
Actuated g/C Ratio0.150.150.280.050.080.680.05
v/c Ratio1.051.070.240.040.990.593.32
Control Delay132.7135.544.570.3134.217.31092.4
Queue Delay0.00.00.00.00.00.00.0
Total Delay132.7135.544.570.3134.217.31092.4
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 11
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2147386
Future Volume (vph)2147386
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)421
Travel Time (s)5.2
Peak Hour Factor0.900.90
Adj. Flow (vph)2386429
Shared Lane Traffic (%)
Lane Group Flow (vph)2386429
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)104.029.0
Total Split (%)68.4%19.1%
Maximum Green (s)97.422.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)97.4126.1
Actuated g/C Ratio0.640.83
v/c Ratio1.050.33
Control Delay61.93.8
Queue Delay0.00.0
Total Delay61.93.8
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 12
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFDEFBF
Approach Delay119.170.328.2
Approach LOSFEC
Queue Length 50th (ft)~291~300803155334~474
Queue Length 95th (ft)#486#49413515#307432#664
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)24424543675150241482
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.051.070.240.040.990.593.32
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 3.32
Intersection Signal Delay: 106.8Intersection LOS: F
Intersection Capacity Utilization 96.0%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 13
Lane GroupSBTSBR
LOSEA
Approach Delay144.6
Approach LOSF
Queue Length 50th (ft)~135582
Queue Length 95th (ft)#1477112
Internal Link Dist (ft)341
Turn Bay Length (ft)100
Base Capacity (vph)22671313
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.050.33
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1 with Imps
C. Steiss Page 10
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)4634940033499128912414
Future Volume (vph)4634940033499128912414
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500450
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)514410400338110143212684
Shared Lane Traffic (%)50%
Lane Group Flow (vph)257261104 0030148143300272
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)29.029.019.033.019.019.090.033.033.0
Total Split (%)19.1%19.1%12.5%21.7%12.5%12.5%59.2%21.7%21.7%
Maximum Green (s)22.122.112.927.112.912.983.727.127.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)22.122.141.925.512.985.325.5
Actuated g/C Ratio0.150.150.280.170.080.560.17
v/c Ratio1.051.070.240.010.990.720.92
Control Delay132.7135.544.551.7129.231.196.5
Queue Delay0.00.00.00.00.00.00.0
Total Delay132.7135.544.551.7129.231.196.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1 with Imps
C. Steiss Page 11
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2147386
Future Volume (vph)2147386
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)421
Travel Time (s)5.2
Peak Hour Factor0.900.90
Adj. Flow (vph)2386429
Shared Lane Traffic (%)
Lane Group Flow (vph)2386429
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)104.029.0
Total Split (%)68.4%19.1%
Maximum Green (s)97.422.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)97.4126.1
Actuated g/C Ratio0.640.83
v/c Ratio1.050.33
Control Delay61.93.8
Queue Delay0.00.0
Total Delay61.93.8
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1 with Imps
C. Steiss Page 12
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFDDFCF
Approach Delay119.151.740.2
Approach LOSFDD
Queue Length 50th (ft)~291~300803151640265
Queue Length 95th (ft)#486#49413512#302746#424
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550450
Base Capacity (vph)2442454362871501985315
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.051.070.240.010.990.720.86
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.07
Intersection Signal Delay: 59.2Intersection LOS: E
Intersection Capacity Utilization 96.0%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1 with Imps
C. Steiss Page 13
Lane GroupSBTSBR
LOSEA
Approach Delay56.9
Approach LOSE
Queue Length 50th (ft)~135582
Queue Length 95th (ft)#1477112
Internal Link Dist (ft)341
Turn Bay Length (ft)100
Base Capacity (vph)22671313
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.050.33
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)44341140014611012661214
Future Volume (vph)44341140014611012661214
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)49241270015112214071234
Shared Lane Traffic (%)50%
Lane Group Flow (vph)246250127 001017314080027
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)29.029.019.013.019.019.0110.013.013.0
Total Split (%)19.1%19.1%12.5%8.6%12.5%12.5%72.4%8.6%8.6%
Maximum Green (s)22.122.112.97.112.912.9103.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)22.122.141.97.012.9108.97.0
Actuated g/C Ratio0.150.150.280.050.080.720.05
v/c Ratio1.011.020.290.011.150.560.33
Control Delay122.8125.145.670.0175.215.285.4
Queue Delay0.00.00.00.00.00.00.0
Total Delay122.8125.145.670.0175.215.285.4
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2116374
Future Volume (vph)2116374
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2351416
Shared Lane Traffic (%)
Lane Group Flow (vph)2351416
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)104.029.0
Total Split (%)68.4%19.1%
Maximum Green (s)97.422.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)97.4126.1
Actuated g/C Ratio0.640.83
v/c Ratio1.040.32
Control Delay49.61.5
Queue Delay0.00.0
Total Delay49.61.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFDEFBF
Approach Delay108.070.032.7
Approach LOSFEC
Queue Length 50th (ft)~263~2751001~20832728
Queue Length 95th (ft)#461#4681618#368403m41
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)24424543675150253682
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.011.020.290.011.150.560.33
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.15
Intersection Signal Delay: 47.7Intersection LOS: D
Intersection Capacity Utilization 95.8%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay42.7
Approach LOSD
Queue Length 50th (ft)~134623
Queue Length 95th (ft)#1447m32
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)22671313
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.040.32
Intersection Summary
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2 with Imps
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)44341140014611012661214
Future Volume (vph)44341140014611012661214
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 01101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.865
Flt Protected0.9500.9530.9500.950
Satd. Flow (prot)168116861583001611017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583001611017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)49241270015112214071234
Shared Lane Traffic (%)50%
Lane Group Flow (vph)246250127 001017314080027
Turn TypeSplitNApm+ovOverProtProtNAProtProt
Protected Phases445!1!5!521!1
Permitted Phases41
Detector Phase445 155211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.112.913.113.120.312.912.9
Total Split (s)29.029.019.013.019.019.0110.013.013.0
Total Split (%)19.1%19.1%12.5%8.6%12.5%12.5%72.4%8.6%8.6%
Maximum Green (s)22.122.112.97.112.912.9103.77.17.1
Yellow Time (s)5.05.03.03.03.03.05.33.03.0
All-Red Time (s)1.91.93.12.93.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.15.96.16.35.9
Lead/LagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)22.122.141.97.012.9108.97.0
Actuated g/C Ratio0.150.150.280.050.080.720.05
v/c Ratio1.011.020.290.011.150.560.33
Control Delay122.8125.145.670.0175.215.285.4
Queue Delay0.00.00.00.00.00.00.0
Total Delay122.8125.145.670.0175.215.285.4
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2 with Imps
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2116374
Future Volume (vph)2116374
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2351416
Shared Lane Traffic (%)
Lane Group Flow (vph)2351416
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)104.029.0
Total Split (%)68.4%19.1%
Maximum Green (s)97.422.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLag
Lead-Lag Optimize?Yes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)97.4126.1
Actuated g/C Ratio0.640.83
v/c Ratio1.040.32
Control Delay49.61.5
Queue Delay0.00.0
Total Delay49.61.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2 with Imps
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFDEFBF
Approach Delay108.070.032.7
Approach LOSFEC
Queue Length 50th (ft)~263~2751001~20832728
Queue Length 95th (ft)#461#4681618#368403m41
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)24424543675150253682
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.011.020.290.011.150.560.33
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.15
Intersection Signal Delay: 47.7Intersection LOS: D
Intersection Capacity Utilization 95.8%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2 with Imps
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay42.7
Approach LOSD
Queue Length 50th (ft)~134623
Queue Length 95th (ft)#1447m32
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)22671313
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.040.32
Intersection Summary
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 74
US 421 (Carolina Beach Road) at
Manassas Drive
HCM 2010 TWSC
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 22
Intersection
Int Delay, s/veh4.1
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h19520001630174918000
Future Vol, veh/h19520001630174918000
Conflicting Peds, #/hr0 00000000000
Sign Control YieldYieldYieldStopStopStopFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length-----0--0---
Veh in Median Storage, #----0--0----
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow21580001810194320000
Major/MinorMinor1Major1
Conflicting Flow All--972-00
Stage 1 ------
Stage 2 ------
Critical Hdwy--6.94---
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver002520--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0252---
Mov Cap-2 Maneuver-0 ----
Stage 1-0 ----
Stage 2-0 ----
ApproachWBNB
HCM Control Delay, s48.90
HCM LOSE
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--252
HCM Lane V/C Ratio--0.719
HCM Control Delay (s)--48.9
HCM Lane LOS--E
HCM 95th %tile Q(veh)--4.9
HCM 2010 TWSC
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 25
Intersection
Int Delay, s/veh0.2
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h0018045 00000133411
Future Vol, veh/h0018045 00000133411
Conflicting Peds, #/hr0 00000000000
Sign Control StopStopStopYieldYieldYieldFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length--0 --------0
Veh in Median Storage, #-0 --------0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow0020050 00000148212
Major/MinorMinor2Major2
Conflicting Flow All--741--0
Stage 1------
Stage 2------
Critical Hdwy--6.94---
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver003590--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0359---
Mov Cap-2 Maneuver-0----
Stage 1-0----
Stage 2-0----
ApproachEBSB
HCM Control Delay, s15.60
HCM LOSC
Minor Lane/Major MvmtEBLn1SBTSBR
Capacity (veh/h)359--
HCM Lane V/C Ratio0.056--
HCM Control Delay (s)15.6--
HCM Lane LOSC--
HCM 95th %tile Q(veh)0.2--
HCM 2010 TWSC
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 19
Intersection
Int Delay, s/veh1.4
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h1932000900174913000
Future Vol, veh/h1932000900174913000
Conflicting Peds, #/hr0 00000000000
Sign Control YieldYieldYieldStopStopStopFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length-----0--0---
Veh in Median Storage, #----0--0----
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow21360001000194314000
Major/MinorMinor1Major1
Conflicting Flow All--972-00
Stage 1 ------
Stage 2 ------
Critical Hdwy--6.94---
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver002520--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0252---
Mov Cap-2 Maneuver-0 ----
Stage 1-0 ----
Stage 2-0 ----
ApproachWBNB
HCM Control Delay, s28.40
HCM LOSD
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--252
HCM Lane V/C Ratio--0.397
HCM Control Delay (s)--28.4
HCM Lane LOS--D
HCM 95th %tile Q(veh)--1.8
HCM 2010 TWSC
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 22
Intersection
Int Delay, s/veh0.2
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h0018045 00000131911
Future Vol, veh/h0018045 00000131911
Conflicting Peds, #/hr0 00000000000
Sign Control StopStopStopYieldYieldYieldFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length--0 --------0
Veh in Median Storage, #-0 --------0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow0020050 00000146612
Major/MinorMinor2Major2
Conflicting Flow All--733--0
Stage 1------
Stage 2------
Critical Hdwy--6.94---
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver003630--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0363---
Mov Cap-2 Maneuver-0----
Stage 1-0----
Stage 2-0----
ApproachEBSB
HCM Control Delay, s15.50
HCM LOSC
Minor Lane/Major MvmtEBLn1SBTSBR
Capacity (veh/h)363--
HCM Lane V/C Ratio0.055--
HCM Control Delay (s)15.5--
HCM Lane LOSC--
HCM 95th %tile Q(veh)0.2--
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)19530001650177018000
Future Volume (vph)19530001650177018000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.987
Satd. Flow (prot)018390001611035391583000
Flt Permitted0.987
Satd. Flow (perm)018390001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)21590001830196720000
Shared Lane Traffic (%)
Lane Group Flow (vph)0800001830196720000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.03.0
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.611.652.352.3
Actuated g/C Ratio0.150.150.690.69
v/c Ratio0.280.740.810.02
Control Delay30.549.712.24.3
Queue Delay0.00.00.00.0
Total Delay30.549.712.24.3
LOSCDBA
Approach Delay30.549.712.2
Approach LOSCDB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)33823113
Queue Length 95th (ft)71#1624219
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)31927924341089
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.250.660.810.02
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 15.9Intersection LOS: B
Intersection Capacity Utilization 78.2%ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0018045 00000135311
Future Volume (vph)0018045 00000135311
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0020050 00000150312
Shared Lane Traffic (%)
Lane Group Flow (vph)0020050 00000150312
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.68.665.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.490.01
Control Delay30.732.83.02.5
Queue Delay0.00.00.00.0
Total Delay30.732.83.02.5
LOSCCAA
Approach Delay30.732.83.0
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)922931
Queue Length 95th (ft)27511555
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130641345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.070.160.490.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.49
Intersection Signal Delay: 4.3Intersection LOS: A
Intersection Capacity Utilization 97.6%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)19850002850177026000
Future Volume (vph)19850002850177026000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.991
Satd. Flow (prot)018460001611035391583000
Flt Permitted0.991
Satd. Flow (perm)018460001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)21940003170196729000
Shared Lane Traffic (%)
Lane Group Flow (vph)01150003170196729000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)13.213.250.750.7
Actuated g/C Ratio0.170.170.670.67
v/c Ratio0.361.140.830.03
Control Delay31.4128.413.64.4
Queue Delay0.00.00.00.0
Total Delay31.4128.413.64.4
LOSCFBA
Approach Delay31.4128.413.5
Approach LOSCFB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)48~1773124
Queue Length 95th (ft)94#32742111
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)32027923601056
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.361.140.830.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.14
Intersection Signal Delay: 29.3Intersection LOS: C
Intersection Capacity Utilization 87.0%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0018045 00000137711
Future Volume (vph)0018045 00000137711
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0020050 00000153012
Shared Lane Traffic (%)
Lane Group Flow (vph)0020050 00000153012
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.68.665.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.500.01
Control Delay30.732.83.12.5
Queue Delay0.00.00.00.0
Total Delay30.732.83.12.5
LOSCCAA
Approach Delay30.732.83.1
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)922961
Queue Length 95th (ft)27511605
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130641345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.070.160.500.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 4.3Intersection LOS: A
Intersection Capacity Utilization 98.5%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)20540001680180519000
Future Volume (vph)20540001680180519000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.987
Satd. Flow (prot)018390001611035391583000
Flt Permitted0.987
Satd. Flow (perm)018390001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)22600001870200621000
Shared Lane Traffic (%)
Lane Group Flow (vph)0820001870200621000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.711.752.252.2
Actuated g/C Ratio0.150.150.690.69
v/c Ratio0.290.750.830.02
Control Delay30.550.513.04.3
Queue Delay0.00.00.00.0
Total Delay30.550.513.04.3
LOSCDBA
Approach Delay30.550.512.9
Approach LOSCDB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)34833273
Queue Length 95th (ft)72#1684429
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)31927924291087
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.260.670.830.02
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 16.6Intersection LOS: B
Intersection Capacity Utilization 79.4%ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0019046 00000138011
Future Volume (vph)0019046 00000138011
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0021051 00000153312
Shared Lane Traffic (%)
Lane Group Flow (vph)0021051 00000153312
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.78.765.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.500.01
Control Delay30.732.93.12.5
Queue Delay0.00.00.00.0
Total Delay30.732.93.12.5
LOSCCAA
Approach Delay30.732.93.1
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)922981
Queue Length 95th (ft)28521625
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130621345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.080.160.500.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 4.4Intersection LOS: A
Intersection Capacity Utilization 99.3%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)20760003000181136000
Future Volume (vph)20760003000181136000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.990
Satd. Flow (prot)018440001611035391583000
Flt Permitted0.990
Satd. Flow (perm)018440001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)22840003330201240000
Shared Lane Traffic (%)
Lane Group Flow (vph)01060003330201240000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)13.213.250.750.7
Actuated g/C Ratio0.170.170.670.67
v/c Ratio0.331.190.850.04
Control Delay30.1148.414.64.5
Queue Delay0.00.00.00.0
Total Delay30.1148.414.64.5
LOSCFBA
Approach Delay30.1148.414.4
Approach LOSCFB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)80~1933286
Queue Length 95th (ft)m72#34644614
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)32027923601056
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.331.190.850.04
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay: 33.0Intersection LOS: C
Intersection Capacity Utilization 88.7%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0019046 00000145511
Future Volume (vph)0019046 00000145511
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0021051 00000161712
Shared Lane Traffic (%)
Lane Group Flow (vph)0021051 00000161712
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.78.765.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.530.01
Control Delay30.732.93.82.5
Queue Delay0.00.00.00.0
Total Delay30.732.93.82.5
LOSCCAA
Approach Delay30.732.93.8
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 17
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)922871
Queue Length 95th (ft)2852432m4
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130621345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.080.160.530.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.53
Intersection Signal Delay: 5.0Intersection LOS: A
Intersection Capacity Utilization 102.0%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)20760003000181136000
Future Volume (vph)20760003000181136000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.990
Satd. Flow (prot)018440001611035391583000
Flt Permitted0.990
Satd. Flow (perm)018440001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)22840003330201240000
Shared Lane Traffic (%)
Lane Group Flow (vph)01060003330201240000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)13.213.250.750.7
Actuated g/C Ratio0.170.170.670.67
v/c Ratio0.331.190.850.04
Control Delay30.1148.414.64.5
Queue Delay0.00.00.00.0
Total Delay30.1148.414.64.5
LOSCFBA
Approach Delay30.1148.414.4
Approach LOSCFB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)81~1933286
Queue Length 95th (ft)m72#34644614
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)32027923601056
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.331.190.850.04
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay: 33.0Intersection LOS: C
Intersection Capacity Utilization 88.7%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0019046 00000145511
Future Volume (vph)0019046 00000145511
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0021051 00000161712
Shared Lane Traffic (%)
Lane Group Flow (vph)0021051 00000161712
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.78.765.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.530.01
Control Delay30.732.93.52.5
Queue Delay0.00.00.00.0
Total Delay30.732.93.52.5
LOSCCAA
Approach Delay30.732.93.5
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)922821
Queue Length 95th (ft)2852413m4
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130621345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.080.160.530.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.53
Intersection Signal Delay: 4.7Intersection LOS: A
Intersection Capacity Utilization 102.0%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
HCM 2010 TWSC
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 22
Intersection
Int Delay, s/veh0.9
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h23123000750111430000
Future Vol, veh/h23123000750111430000
Conflicting Peds, #/hr0 00000000000
Sign Control YieldYieldYieldStopStopStopFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length-----0--0---
Veh in Median Storage, #----0--0----
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow26137000830123833000
Major/MinorMinor1Major1
Conflicting Flow All--619-00
Stage 1 ------
Stage 2 ------
Critical Hdwy--6.94---
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver004320--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0432---
Mov Cap-2 Maneuver-0 ----
Stage 1-0 ----
Stage 2-0 ----
ApproachWBNB
HCM Control Delay, s15.30
HCM LOSC
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--432
HCM Lane V/C Ratio--0.193
HCM Control Delay (s)--15.3
HCM Lane LOS--C
HCM 95th %tile Q(veh)--0.7
HCM 2010 TWSC
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 25
Intersection
Int Delay, s/veh0.5
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h0037066 00000183332
Future Vol, veh/h0037066 00000183332
Conflicting Peds, #/hr0 00000000000
Sign Control StopStopStopYieldYieldYieldFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length--0 --------0
Veh in Median Storage, #-0 --------0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow0041073 00000203736
Major/MinorMinor2Major2
Conflicting Flow All--1018--0
Stage 1------
Stage 2------
Critical Hdwy--6.94---
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver002350--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0235---
Mov Cap-2 Maneuver-0----
Stage 1-0----
Stage 2-0----
ApproachEBSB
HCM Control Delay, s23.50
HCM LOSC
Minor Lane/Major MvmtEBLn1SBTSBR
Capacity (veh/h)235--
HCM Lane V/C Ratio0.175--
HCM Control Delay (s)23.5--
HCM Lane LOSC--
HCM 95th %tile Q(veh)0.6--
HCM 2010 TWSC
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 19
Intersection
Int Delay, s/veh0.3
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h2357000270111414000
Future Vol, veh/h2357000270111414000
Conflicting Peds, #/hr0 00000000000
Sign Control YieldYieldYieldStopStopStopFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length-----0--0---
Veh in Median Storage, #----0--0----
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow2663000300123816000
Major/MinorMinor1Major1
Conflicting Flow All--619-00
Stage 1 ------
Stage 2 ------
Critical Hdwy--6.94---
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver004320--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0432---
Mov Cap-2 Maneuver-0 ----
Stage 1-0 ----
Stage 2-0 ----
ApproachWBNB
HCM Control Delay, s140
HCM LOSB
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--432
HCM Lane V/C Ratio--0.069
HCM Control Delay (s)--14
HCM Lane LOS--B
HCM 95th %tile Q(veh)--0.2
HCM 2010 TWSC
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 22
Intersection
Int Delay, s/veh0.5
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h0037066 00000182332
Future Vol, veh/h0037066 00000182332
Conflicting Peds, #/hr0 00000000000
Sign Control StopStopStopYieldYieldYieldFreeFreeFreeFreeFreeFree
RT Channelized--None--None--None--None
Storage Length--0 --------0
Veh in Median Storage, #-0 --------0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow0041073 00000202636
Major/MinorMinor2Major2
Conflicting Flow All--1013--0
Stage 1------
Stage 2------
Critical Hdwy--6.94---
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy--3.32---
Pot Cap-1 Maneuver002370--
Stage 100-0--
Stage 200-0--
Platoon blocked, %--
Mov Cap-1 Maneuver-0237---
Mov Cap-2 Maneuver-0----
Stage 1-0----
Stage 2-0----
ApproachEBSB
HCM Control Delay, s23.40
HCM LOSC
Minor Lane/Major MvmtEBLn1SBTSBR
Capacity (veh/h)237--
HCM Lane V/C Ratio0.173--
HCM Control Delay (s)23.4--
HCM Lane LOSC--
HCM 95th %tile Q(veh)0.6--
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)23130000820110730000
Future Volume (vph)23130000820110730000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.992
Satd. Flow (prot)018480001611035391583000
Flt Permitted0.992
Satd. Flow (perm)018480001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)26144000910123033000
Shared Lane Traffic (%)
Lane Group Flow (vph)0170000910123033000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.311.352.652.6
Actuated g/C Ratio0.150.150.690.69
v/c Ratio0.620.380.500.03
Control Delay32.032.66.94.7
Queue Delay0.00.00.00.0
Total Delay32.032.66.94.7
LOSCCAA
Approach Delay32.032.66.9
Approach LOSCCA
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)90391204
Queue Length 95th (ft)m1097620214
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)44238524481095
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.380.240.500.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 11.2Intersection LOS: B
Intersection Capacity Utilization 58.7%ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00420131 00000188932
Future Volume (vph)00420131 00000188932
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00470146 00000209936
Shared Lane Traffic (%)
Lane Group Flow (vph)00470146 00000209936
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)14.014.021.121.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.780.03
Control Delay30.738.811.62.8
Queue Delay0.00.00.00.0
Total Delay30.738.811.62.8
LOSCDBA
Approach Delay30.738.811.5
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20646266
Queue Length 95th (ft)49120m833m7
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.780.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 13.6Intersection LOS: B
Intersection Capacity Utilization 94.4%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)232380001610110757000
Future Volume (vph)232380001610110757000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.996
Satd. Flow (prot)018550001611035391583000
Flt Permitted0.996
Satd. Flow (perm)018550001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)262640001790123063000
Shared Lane Traffic (%)
Lane Group Flow (vph)02900001790123063000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)15.215.248.748.7
Actuated g/C Ratio0.200.200.640.64
v/c Ratio0.780.550.540.06
Control Delay32.033.69.26.2
Queue Delay0.00.00.00.0
Total Delay32.033.69.26.2
LOSCCAA
Approach Delay32.033.69.0
Approach LOSCCA
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)1517515310
Queue Length 95th (ft)m16613122125
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)44438522661013
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.650.460.540.06
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 45
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 15.3Intersection LOS: B
Intersection Capacity Utilization 69.3%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00420131 00000190532
Future Volume (vph)00420131 00000190532
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00470146 00000211736
Shared Lane Traffic (%)
Lane Group Flow (vph)00470146 00000211736
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.790.03
Control Delay30.738.811.22.7
Queue Delay0.00.00.00.0
Total Delay30.738.811.22.7
LOSCDBA
Approach Delay30.738.811.1
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20646576
Queue Length 95th (ft)49120m784m7
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.790.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 13.2Intersection LOS: B
Intersection Capacity Utilization 95.6%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)24133000830112931000
Future Volume (vph)24133000830112931000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.992
Satd. Flow (prot)018480001611035391583000
Flt Permitted0.992
Satd. Flow (perm)018480001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)27148000920125434000
Shared Lane Traffic (%)
Lane Group Flow (vph)0175000920125434000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.511.552.452.4
Actuated g/C Ratio0.150.150.690.69
v/c Ratio0.620.380.510.03
Control Delay31.632.37.14.8
Queue Delay0.00.00.00.0
Total Delay31.632.37.14.8
LOSCCAA
Approach Delay31.632.37.1
Approach LOSCCA
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)94401254
Queue Length 95th (ft)m1097621015
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)44238524391091
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.400.240.510.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay: 11.3Intersection LOS: B
Intersection Capacity Utilization 59.6%ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00430132 00000192633
Future Volume (vph)00430132 00000192633
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00480147 00000214037
Shared Lane Traffic (%)
Lane Group Flow (vph)00480147 00000214037
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.790.03
Control Delay30.838.912.02.7
Queue Delay0.00.00.00.0
Total Delay30.838.912.02.7
LOSCDBA
Approach Delay30.838.911.9
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20656596
Queue Length 95th (ft)49120m835m7
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.790.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 13.9Intersection LOS: B
Intersection Capacity Utilization 96.1%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)242130001630114991000
Future Volume (vph)242130001630114991000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.995
Satd. Flow (prot)018530001611035391583000
Flt Permitted0.995
Satd. Flow (perm)018530001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)2723700018101277101000
Shared Lane Traffic (%)
Lane Group Flow (vph)026400018101277101000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)14.514.549.449.4
Actuated g/C Ratio0.190.190.650.65
v/c Ratio0.750.590.560.10
Control Delay29.035.49.06.1
Queue Delay0.00.00.00.0
Total Delay29.035.49.06.1
LOSCDAA
Approach Delay29.035.48.8
Approach LOSCDA
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)1507815516
Queue Length 95th (ft)m13413323437
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)44338522981028
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.600.470.560.10
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 45
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 14.4Intersection LOS: B
Intersection Capacity Utilization 69.3%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00430132 00000197233
Future Volume (vph)00430132 00000197233
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00480147 00000219137
Shared Lane Traffic (%)
Lane Group Flow (vph)00480147 00000219137
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.810.03
Control Delay30.838.911.12.5
Queue Delay0.00.00.00.0
Total Delay30.838.911.12.5
LOSCDBA
Approach Delay30.838.910.9
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 17
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20657356
Queue Length 95th (ft)49120m693m6
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.810.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 13.0Intersection LOS: B
Intersection Capacity Utilization 99.5%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)242130001630114991000
Future Volume (vph)242130001630114991000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.995
Satd. Flow (prot)018530001611035391583000
Flt Permitted0.995
Satd. Flow (perm)018530001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)2723700018101277101000
Shared Lane Traffic (%)
Lane Group Flow (vph)026400018101277101000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)14.514.549.449.4
Actuated g/C Ratio0.190.190.650.65
v/c Ratio0.750.590.560.10
Control Delay30.935.49.06.1
Queue Delay0.00.00.00.0
Total Delay30.935.49.06.1
LOSCDAA
Approach Delay30.935.48.8
Approach LOSCDA
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)1487815516
Queue Length 95th (ft)m13413323437
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)44338522981028
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.600.470.560.10
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 45
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 14.6Intersection LOS: B
Intersection Capacity Utilization 69.3%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00430132 00000197233
Future Volume (vph)00430132 00000197233
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00480147 00000219137
Shared Lane Traffic (%)
Lane Group Flow (vph)00480147 00000219137
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.810.03
Control Delay30.838.910.62.6
Queue Delay0.00.00.00.0
Total Delay30.838.910.62.6
LOSCDBA
Approach Delay30.838.910.5
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20657176
Queue Length 95th (ft)49120m691m6
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.810.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 12.6Intersection LOS: B
Intersection Capacity Utilization 99.5%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 75
Manassas Drive at Shiloh Drive
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 28
Intersection
Int Delay, s/veh1.9
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h14744142424 44444
Future Vol, veh/h14744142424 44444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow15244158427 44444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All16200570023022854230228160
Stage 1------5757-169169-
Stage 2------173171-6159-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1417--1547--7256711013725671885
Stage 1------955847-833759-
Stage 2------829757-950846-
Platoon blocked, %----
Mov Cap-1 Maneuver1417--1547--7166681013716668885
Mov Cap-2 Maneuver------716668-716668-
Stage 1------954846-832757-
Stage 2------818755-940845-
ApproachEBWBNBSB
HCM Control Delay, s0.10.210.19.9
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7361417--1547--746
HCM Lane V/C Ratio0.0480.001--0.003--0.018
HCM Control Delay (s)10.17.50-7.30-9.9
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 25
Intersection
Int Delay, s/veh3
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h1224469424 44444
Future Vol, veh/h1224469424 44444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow1244477427 44444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All810029001211192712111979
Stage 1------2929-8888-
Stage 2------9290-3331-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1517--1584--8547711048854771981
Stage 1------988871-920822-
Stage 2------915820-983869-
Platoon blocked, %----
Mov Cap-1 Maneuver1517--1584--8447681048844768981
Mov Cap-2 Maneuver------844768-844768-
Stage 1------987870-919820-
Stage 2------903818-973868-
ApproachEBWBNBSB
HCM Control Delay, s0.30.49.49.3
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)8541517--1584--856
HCM Lane V/C Ratio0.0420.001--0.003--0.016
HCM Control Delay (s)9.47.40-7.30-9.3
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 26
Intersection
Int Delay, s/veh1.9
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h14744143424 44444
Future Vol, veh/h14744143424 44444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow15244159427 44444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All16300570023122954231229161
Stage 1------5757-170170-
Stage 2------174172-6159-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1416--1547--7246711013724671884
Stage 1------955847-832758-
Stage 2------828756-950846-
Platoon blocked, %----
Mov Cap-1 Maneuver1416--1547--7156681013715668884
Mov Cap-2 Maneuver------715668-715668-
Stage 1------954846-831756-
Stage 2------817754-940845-
ApproachEBWBNBSB
HCM Control Delay, s0.10.210.19.9
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7361416--1547--745
HCM Lane V/C Ratio0.0480.001--0.003--0.018
HCM Control Delay (s)10.17.50-7.30-9.9
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 26
Intersection
Int Delay, s/veh1.3
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h18744263424 44444
Future Vol, veh/h18744263424 44444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow19744292427 44444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All297001010040940799409406294
Stage 1------101101-303303-
Stage 2------308306-106103-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1264--1491--553533957553534745
Stage 1------905811-706664-
Stage 2------702662-900810-
Platoon blocked, %----
Mov Cap-1 Maneuver1264--1491--545531957545532745
Mov Cap-2 Maneuver------545531-545532-
Stage 1------904810-705662-
Stage 2------691660-890809-
ApproachEBWBNBSB
HCM Control Delay, s0.10.111.711.2
HCM LOSBB
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)5741264--1491--593
HCM Lane V/C Ratio0.0620.001--0.003--0.022
HCM Control Delay (s)11.77.90-7.40-11.2
HCM Lane LOSBAA-AA-B
HCM 95th %tile Q(veh)0.20--0--0.1
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 26
Intersection
Int Delay, s/veh2
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h14844146425 44444
Future Vol, veh/h14844146425 44444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow15344162428 44444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All16700580023623456235233164
Stage 1------5858-173173-
Stage 2------178176-6260-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1411--1546--7186661011720667881
Stage 1------954847-829756-
Stage 2------824753-949845-
Platoon blocked, %----
Mov Cap-1 Maneuver1411--1546--7096631011711664881
Mov Cap-2 Maneuver------709663-711664-
Stage 1------953846-828754-
Stage 2------813751-939844-
ApproachEBWBNBSB
HCM Control Delay, s0.10.210.29.9
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7291411--1546--741
HCM Lane V/C Ratio0.050.001--0.003--0.018
HCM Control Delay (s)10.27.60-7.30-9.9
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 20
Intersection
Int Delay, s/veh2.4
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h127744241425 444438
Future Vol, veh/h127744241425 444438
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow138644268428 444442
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All27200900041639588398396270
Stage 1------114114-279279-
Stage 2------302281-119117-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1291--1505--547542970562541769
Stage 1------891801-728680-
Stage 2------707678-885799-
Platoon blocked, %----
Mov Cap-1 Maneuver1291--1505--508534970550533769
Mov Cap-2 Maneuver------508534-550533-
Stage 1------881792-720678-
Stage 2------662676-866790-
ApproachEBWBNBSB
HCM Control Delay, s10.112.110.4
HCM LOSBB
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)5431291--1505--717
HCM Lane V/C Ratio0.0680.01--0.003--0.071
HCM Control Delay (s)12.17.80-7.40-10.4
HCM Lane LOSBAA-AA-B
HCM 95th %tile Q(veh)0.20--0--0.2
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 26
Intersection
Int Delay, s/veh2.4
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h127744241425 444438
Future Vol, veh/h127744241425 444438
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow138644268428 444442
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All27200900041639588398396270
Stage 1------114114-279279-
Stage 2------302281-119117-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1291--1505--547542970562541769
Stage 1------891801-728680-
Stage 2------707678-885799-
Platoon blocked, %----
Mov Cap-1 Maneuver1291--1505--508534970550533769
Mov Cap-2 Maneuver------508534-550533-
Stage 1------881792-720678-
Stage 2------662676-866790-
ApproachEBWBNBSB
HCM Control Delay, s10.112.110.4
HCM LOSBB
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)5431291--1505--717
HCM Lane V/C Ratio0.0680.01--0.003--0.071
HCM Control Delay (s)12.17.80-7.40-10.4
HCM Lane LOSBAA-AA-B
HCM 95th %tile Q(veh)0.20--0--0.2
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 28
Intersection
Int Delay, s/veh1.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h410723453413 44244
Future Vol, veh/h410723453413 44244
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow411926459414 44244
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All63001440021521313221522361
Stage 1------141141-7070-
Stage 2------7472-145153-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1540--1438--7426849177426761004
Stage 1------862780-940837-
Stage 2------935835-858771-
Platoon blocked, %----
Mov Cap-1 Maneuver1540--1438--7326809177316721004
Mov Cap-2 Maneuver------732680-731672-
Stage 1------859778-937834-
Stage 2------923832-846769-
ApproachEBWBNBSB
HCM Control Delay, s0.20.5109.6
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7501540--1438--789
HCM Lane V/C Ratio0.0310.003--0.003--0.014
HCM Control Delay (s)107.30-7.50-9.6
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 25
Intersection
Int Delay, s/veh3.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h4252345413 44244
Future Vol, veh/h4252345413 44244
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow4282646414 44244
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1000530070684171798
Stage 1------4949-1717-
Stage 2------2119-5462-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1553--92282310309208111074
Stage 1------964854-1002881-
Stage 2------998880-958843-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1553--91081810309088061074
Mov Cap-2 Maneuver------910818-908806-
Stage 1------961851-999878-
Stage 2------986877-946840-
ApproachEBWBNBSB
HCM Control Delay, s0.62.39.19
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9111610--1553--918
HCM Lane V/C Ratio0.0260.003--0.003--0.012
HCM Control Delay (s)9.17.20-7.30-9
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 26
Intersection
Int Delay, s/veh1.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h410823454413 44244
Future Vol, veh/h410823454413 44244
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow412026460414 44244
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All64001460021821513321722562
Stage 1------142142-7171-
Stage 2------7673-146154-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1538--1436--7386839167396741003
Stage 1------861779-939836-
Stage 2------933834-857770-
Platoon blocked, %----
Mov Cap-1 Maneuver1538--1436--7286799167286701003
Mov Cap-2 Maneuver------728679-728670-
Stage 1------858777-936833-
Stage 2------921831-845768-
ApproachEBWBNBSB
HCM Control Delay, s0.20.5109.6
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7471538--1436--787
HCM Lane V/C Ratio0.0310.003--0.003--0.014
HCM Control Delay (s)107.30-7.50-9.6
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 26
Intersection
Int Delay, s/veh0.9
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h4243234133413 44244
Future Vol, veh/h4243234133413 44244
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow4270264148414 44244
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1520029600455453283455463150
Stage 1------292292-159159-
Stage 2------163161-296304-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1429--1265--515503756515496896
Stage 1------716671-843766-
Stage 2------839765-712663-
Platoon blocked, %----
Mov Cap-1 Maneuver1429--1265--507500756506493896
Mov Cap-2 Maneuver------507500-506493-
Stage 1------714669-840764-
Stage 2------827763-701661-
ApproachEBWBNBSB
HCM Control Delay, s0.10.21211.1
HCM LOSBB
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)5391429--1265--605
HCM Lane V/C Ratio0.0430.003--0.004--0.018
HCM Control Delay (s)127.50-7.90-11.1
HCM Lane LOSBAA-AA-B
HCM 95th %tile Q(veh)0.10--0--0.1
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 26
Intersection
Int Delay, s/veh1.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h411024455413 44244
Future Vol, veh/h411024455413 44244
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow412227461414 44244
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All66001490022121813622123063
Stage 1------144144-7272-
Stage 2------7774-149158-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1536--1432--7356809137356701002
Stage 1------859778-938835-
Stage 2------932833-854767-
Platoon blocked, %----
Mov Cap-1 Maneuver1536--1432--7256769137246661002
Mov Cap-2 Maneuver------725676-724666-
Stage 1------856776-935832-
Stage 2------920831-842765-
ApproachEBWBNBSB
HCM Control Delay, s0.20.5109.7
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7441536--1432--784
HCM Lane V/C Ratio0.0310.003--0.003--0.014
HCM Control Delay (s)107.40-7.50-9.7
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 20
Intersection
Int Delay, s/veh2
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h40210244112413 442423
Future Vol, veh/h40210244112413 442423
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow44233274124414 442426
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1290026000487474247476485127
Stage 1------336336-136136-
Stage 2------151138-340349-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1457--1304--491489792499482923
Stage 1------678642-867784-
Stage 2------851782-675633-
Platoon blocked, %----
Mov Cap-1 Maneuver1457--1304--460470792478464923
Mov Cap-2 Maneuver------460470-478464-
Stage 1------654620-837782-
Stage 2------820780-643611-
ApproachEBWBNBSB
HCM Control Delay, s1.10.312.59.9
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)5021457--1304--769
HCM Lane V/C Ratio0.0460.031--0.003--0.042
HCM Control Delay (s)12.57.50-7.80-9.9
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.10.1--0--0.1
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 26
Intersection
Int Delay, s/veh2
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h40210244112413 442423
Future Vol, veh/h40210244112413 442423
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow44233274124414 442426
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1290026000487474247476485127
Stage 1------336336-136136-
Stage 2------151138-340349-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1457--1304--491489792499482923
Stage 1------678642-867784-
Stage 2------851782-675633-
Platoon blocked, %----
Mov Cap-1 Maneuver1457--1304--460470792478464923
Mov Cap-2 Maneuver------460470-478464-
Stage 1------654620-837782-
Stage 2------820780-643611-
ApproachEBWBNBSB
HCM Control Delay, s1.10.312.59.9
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)5021457--1304--769
HCM Lane V/C Ratio0.0460.031--0.003--0.042
HCM Control Delay (s)12.57.50-7.80-9.9
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.10.1--0--0.1
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 76
Manassas Drive at Appomattox Drive
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 30
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)455188444
Future Volume (Veh/h)455188444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)461209444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume04438690
vC1, stage 1 conf vol38380
vC2, stage 2 conf vol6069
vCu, unblocked vol04438690
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100769999100
cM capacity (veh/h)16238827847601085
Direction, Lane #EB 1NB 1SB 1
Volume Total652138
Volume Left42090
Volume Right6104
cSH1623880894
Volume to Capacity0.000.240.01
Queue Length 95th (ft)0241
Control Delay (s)0.510.49.1
Lane LOSABA
Approach Delay (s)0.510.49.1
Approach LOSBA
Intersection Summary
Average Delay 8.1
Intersection Capacity Utilization 27.6%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 24
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (veh/h)1224469424 44444
Future Volume (Veh/h)1224469424 44444
Sign ControlFreeFreeStopStop
Grade0%0%0%0%
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Hourly flow rate (vph)1244477427 44444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaisedRaised
Median storage veh)11
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume81281211172612111779
vC1, stage 1 conf vol28288787
vC2, stage 2 conf vol93893430
vCu, unblocked vol81281211172612111779
tC, single (s)4.14.17.16.56.27.16.56.2
tC, 2 stage (s)6.15.56.15.5
tF (s)2.22.23.54.03.33.54.03.3
p0 queue free %100100979910010099100
cM capacity (veh/h)151715858097331050813733981
Direction, Lane #EB 1WB 1NB 1SB 1
Volume Total29853512
Volume Left14274
Volume Right 4444
cSH15171585821831
Volume to Capacity0.000.000.040.01
Queue Length 95th (ft)0031
Control Delay (s)0.30.49.69.4
Lane LOS AAAA
Approach Delay (s)0.30.49.69.4
Approach LOSAA
Intersection Summary
Average Delay 3.0
Intersection Capacity Utilization 15.8%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)456190444
Future Volume (Veh/h)456190444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)462211444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume04539700
vC1, stage 1 conf vol39390
vC2, stage 2 conf vol6070
vCu, unblocked vol04539700
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100769999100
cM capacity (veh/h)16238817847591085
Direction, Lane #EB 1NB 1SB 1
Volume Total662158
Volume Left42110
Volume Right6204
cSH1623879893
Volume to Capacity0.000.240.01
Queue Length 95th (ft)0241
Control Delay (s)0.510.49.1
Lane LOSABA
Approach Delay (s)0.510.49.1
Approach LOSBA
Intersection Summary
Average Delay 8.1
Intersection Capacity Utilization 27.8%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)385819644114
Future Volume (Veh/h)385819644114
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)426421844127
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume02451161480
vC1, stage 1 conf vol1161160
vC2, stage 2 conf vol1290148
vCu, unblocked vol02451161480
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9765999988
cM capacity (veh/h)16236307066851085
Direction, Lane #EB 1NB 1SB 1
Volume Total106222131
Volume Left422180
Volume Right640127
cSH16236321066
Volume to Capacity0.030.350.12
Queue Length 95th (ft)23910
Control Delay (s)3.013.88.8
Lane LOSABA
Approach Delay (s)3.013.88.8
Approach LOSBA
Intersection Summary
Average Delay 9.9
Intersection Capacity Utilization 30.1%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)457194444
Future Volume (Veh/h)457194444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)463216444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume04640710
vC1, stage 1 conf vol40400
vC2, stage 2 conf vol6071
vCu, unblocked vol04640710
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100759999100
cM capacity (veh/h)16238817837581085
Direction, Lane #EB 1NB 1SB 1
Volume Total672208
Volume Left42160
Volume Right6304
cSH1623879893
Volume to Capacity0.000.250.01
Queue Length 95th (ft)0251
Control Delay (s)0.410.59.1
Lane LOSABA
Approach Delay (s)0.410.59.1
Approach LOSBA
Intersection Summary
Average Delay 8.1
Intersection Capacity Utilization 28.0%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 22
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)23622134475
Future Volume (Veh/h)23622134475
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)26692374483
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume0172861210
vC1, stage 1 conf vol86860
vC2, stage 2 conf vol850121
vCu, unblocked vol0172861210
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9867999992
cM capacity (veh/h)16237177367111085
Direction, Lane #EB 1NB 1SB 1
Volume Total9524187
Volume Left262370
Volume Right69083
cSH16237181059
Volume to Capacity0.020.340.08
Queue Length 95th (ft)1377
Control Delay (s)2.112.58.7
Lane LOSABA
Approach Delay (s)2.112.58.7
Approach LOSBA
Intersection Summary
Average Delay 9.4
Intersection Capacity Utilization 30.4%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)23622134475
Future Volume (Veh/h)23622134475
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)26692374483
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume0172861210
vC1, stage 1 conf vol86860
vC2, stage 2 conf vol850121
vCu, unblocked vol0172861210
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9867999992
cM capacity (veh/h)16237177367111085
Direction, Lane #EB 1NB 1SB 1
Volume Total9524187
Volume Left262370
Volume Right69083
cSH16237181059
Volume to Capacity0.020.340.08
Queue Length 95th (ft)1377
Control Delay (s)2.112.58.7
Lane LOSABA
Approach Delay (s)2.112.58.7
Approach LOSBA
Intersection Summary
Average Delay 9.4
Intersection Capacity Utilization 30.4%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 30
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)410667444
Future Volume (Veh/h)410667444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)411874444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume073671260
vC1, stage 1 conf vol67670
vC2, stage 2 conf vol60126
vCu, unblocked vol073671260
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100919999100
cM capacity (veh/h)16238517617171085
Direction, Lane #EB 1NB 1SB 1
Volume Total122788
Volume Left4740
Volume Right11804
cSH1623846863
Volume to Capacity0.000.090.01
Queue Length 95th (ft)081
Control Delay (s)0.39.79.2
Lane LOSAAA
Approach Delay (s)0.39.79.2
Approach LOSAA
Intersection Summary
Average Delay 4.1
Intersection Capacity Utilization 24.0%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
400: Shiloh Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 24
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (veh/h)4252345413 44244
Future Volume (Veh/h)4252345413 44244
Sign ControlFreeFreeStopStop
Grade0%0%0%0%
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Hourly flow rate (vph)4282646414 44244
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaisedRaised
Median storage veh)11
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume105471674171788
vC1, stage 1 conf vol49491616
vC2, stage 2 conf vol22185562
vCu, unblocked vol105471674171788
tC, single (s)4.14.17.16.56.27.16.56.2
tC, 2 stage (s)6.15.56.15.5
tF (s)2.22.23.54.03.33.54.03.3
p0 queue free %100100989910010099100
cM capacity (veh/h)1610155185876710308527571074
Direction, Lane #EB 1WB 1NB 1SB 1
Volume Total58142210
Volume Left44142
Volume Right26444
cSH16101551866880
Volume to Capacity0.000.000.030.01
Queue Length 95th (ft)0021
Control Delay (s)0.52.19.39.1
Lane LOS AAAA
Approach Delay (s)0.52.19.39.1
Approach LOSAA
Intersection Summary
Average Delay 3.4
Intersection Capacity Utilization 13.3%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)410768444
Future Volume (Veh/h)410768444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)411976444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume074681270
vC1, stage 1 conf vol68680
vC2, stage 2 conf vol60127
vCu, unblocked vol074681270
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100919999100
cM capacity (veh/h)16238517617161085
Direction, Lane #EB 1NB 1SB 1
Volume Total123808
Volume Left4760
Volume Right11904
cSH1623846863
Volume to Capacity0.000.090.01
Queue Length 95th (ft)081
Control Delay (s)0.39.79.2
Lane LOSAAA
Approach Delay (s)0.39.79.2
Approach LOSAA
Intersection Summary
Average Delay 4.2
Intersection Capacity Utilization 24.2%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)128114724475
Future Volume (Veh/h)128114724475
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)142127804483
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume04323484110
vC1, stage 1 conf vol3483480
vC2, stage 2 conf vol850411
vCu, unblocked vol04323484110
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9184999992
cM capacity (veh/h)16235045194891085
Direction, Lane #EB 1NB 1SB 1
Volume Total2698487
Volume Left142800
Volume Right127083
cSH16235041027
Volume to Capacity0.090.170.08
Queue Length 95th (ft)7157
Control Delay (s)4.313.68.8
Lane LOSABA
Approach Delay (s)4.313.68.8
Approach LOSBA
Intersection Summary
Average Delay 6.9
Intersection Capacity Utilization 31.6%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)410969444
Future Volume (Veh/h)410969444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)412177444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume074681290
vC1, stage 1 conf vol68680
vC2, stage 2 conf vol60129
vCu, unblocked vol074681290
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100919999100
cM capacity (veh/h)16238507607141085
Direction, Lane #EB 1NB 1SB 1
Volume Total125818
Volume Left4770
Volume Right12104
cSH1623845862
Volume to Capacity0.000.100.01
Queue Length 95th (ft)081
Control Delay (s)0.29.79.2
Lane LOSAAA
Approach Delay (s)0.29.79.2
Approach LOSAA
Intersection Summary
Average Delay 4.2
Intersection Capacity Utilization 24.3%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 22
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)80129804446
Future Volume (Veh/h)80129804446
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)89143894451
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume03022503210
vC1, stage 1 conf vol2502500
vC2, stage 2 conf vol530321
vCu, unblocked vol03022503210
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9585999995
cM capacity (veh/h)16236125965561085
Direction, Lane #EB 1NB 1SB 1
Volume Total2329355
Volume Left89890
Volume Right143051
cSH16236111015
Volume to Capacity0.050.150.05
Queue Length 95th (ft)4134
Control Delay (s)3.111.98.8
Lane LOSABA
Approach Delay (s)3.111.98.8
Approach LOSBA
Intersection Summary
Average Delay 6.1
Intersection Capacity Utilization 30.3%ICU Level of Service A
Analysis Period (min)15
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)80129804446
Future Volume (Veh/h)80129804446
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)89143894451
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume03022503210
vC1, stage 1 conf vol2502500
vC2, stage 2 conf vol530321
vCu, unblocked vol03022503210
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9585999995
cM capacity (veh/h)16236125965561085
Direction, Lane #EB 1NB 1SB 1
Volume Total2329355
Volume Left89890
Volume Right143051
cSH16236111015
Volume to Capacity0.050.150.05
Queue Length 95th (ft)4134
Control Delay (s)3.111.98.8
Lane LOSABA
Approach Delay (s)3.111.98.8
Approach LOSBA
Intersection Summary
Average Delay 6.1
Intersection Capacity Utilization 30.3%ICU Level of Service A
Analysis Period (min)15
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 77
Lieutenant Congleton Road at Tarin
Road
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 34
Intersection
Int Delay, s/veh6.5
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h3745401
Future Vol, veh/h3745401
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow3846441
Major/MinorMajor1Major2Minor1
Conflicting Flow All00110217
Stage 1----7-
Stage 2----14-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1608-9961075
Stage 1----1016-
Stage 2----1009-
Platoon blocked, %---
Mov Cap-1 Maneuver--1608-9941075
Mov Cap-2 Maneuver----994-
Stage 1----1016-
Stage 2----1007-
ApproachEBWBNB
HCM Control Delay, s03.28.8
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)996--1608-
HCM Lane V/C Ratio0.046--0.003-
HCM Control Delay (s)8.8--7.20
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0.1--0-
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 32
Intersection
Int Delay, s/veh6.5
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h3745401
Future Vol, veh/h3745401
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow3846441
Major/MinorMajor1Major2Minor1
Conflicting Flow All00110217
Stage 1----7-
Stage 2----14-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1608-9961075
Stage 1----1016-
Stage 2----1009-
Platoon blocked, %---
Mov Cap-1 Maneuver--1608-9941075
Mov Cap-2 Maneuver----994-
Stage 1----1016-
Stage 2----1007-
ApproachEBWBNB
HCM Control Delay, s03.28.8
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)996--1608-
HCM Lane V/C Ratio0.046--0.003-
HCM Control Delay (s)8.8--7.20
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0.1--0-
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 32
Intersection
Int Delay, s/veh6.8
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h2 374544041446
Future Vol, veh/h2 374544041446
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow2 384644441447
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All100011003431731338
Stage 1------1212-1717-
Stage 2------2219-1416-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1608--97386210759778601074
Stage 1------1009886-1002881-
Stage 2------996880-1006882-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1608--96085910759698571074
Mov Cap-2 Maneuver------960859-969857-
Stage 1------1008885-1001878-
Stage 2------982877-999881-
ApproachEBWBNBSB
HCM Control Delay, s1.22.298.8
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9521610--1608--973
HCM Lane V/C Ratio0.0530.001--0.003--0.016
HCM Control Delay (s)97.20-7.20-8.8
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 32
Intersection
Int Delay, s/veh6.5
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h3745411
Future Vol, veh/h3745411
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow3846461
Major/MinorMajor1Major2Minor1
Conflicting Flow All00110217
Stage 1----7-
Stage 2----14-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1608-9961075
Stage 1----1016-
Stage 2----1009-
Platoon blocked, %---
Mov Cap-1 Maneuver--1608-9941075
Mov Cap-2 Maneuver----994-
Stage 1----1016-
Stage 2----1007-
ApproachEBWBNB
HCM Control Delay, s03.28.8
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)996--1608-
HCM Lane V/C Ratio0.047--0.003-
HCM Control Delay (s)8.8--7.20
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0.1--0-
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 26
Intersection
Int Delay, s/veh7.1
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h6 3745441414419
Future Vol, veh/h6 3745441414419
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow7 3846446414421
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All100011005040740418
Stage 1------2121-1717-
Stage 2------2919-2324-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1608--95085210759648511074
Stage 1------998878-1002881-
Stage 2------988880-995875-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1608--92384610759548451074
Mov Cap-2 Maneuver------923846-954845-
Stage 1------994874-998878-
Stage 2------961877-985872-
ApproachEBWBNBSB
HCM Control Delay, s2.72.29.18.7
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9191610--1608--1014
HCM Lane V/C Ratio0.0560.004--0.003--0.03
HCM Control Delay (s)9.17.20-7.20-8.7
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 32
Intersection
Int Delay, s/veh7.1
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h6 3745441414419
Future Vol, veh/h6 3745441414419
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow7 3846446414421
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All100011005040740418
Stage 1------2121-1717-
Stage 2------2919-2324-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1608--95085210759648511074
Stage 1------998878-1002881-
Stage 2------988880-995875-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1608--92384610759548451074
Mov Cap-2 Maneuver------923846-954845-
Stage 1------994874-998878-
Stage 2------961877-985872-
ApproachEBWBNBSB
HCM Control Delay, s2.72.29.18.7
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9191610--1608--1014
HCM Lane V/C Ratio0.0560.004--0.003--0.03
HCM Control Delay (s)9.17.20-7.20-8.7
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 34
Intersection
Int Delay, s/veh2.1
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h629 1584
Future Vol, veh/h629 1584
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow732 1694
Major/MinorMajor1Major2Minor1
Conflicting Flow All003903123
Stage 1----23-
Stage 2----8-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1571-9831054
Stage 1----1000-
Stage 2----1015-
Platoon blocked, %---
Mov Cap-1 Maneuver--1571-9821054
Mov Cap-2 Maneuver----982-
Stage 1----1000-
Stage 2----1014-
ApproachEBWBNB
HCM Control Delay, s01.28.6
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)1005--1571-
HCM Lane V/C Ratio0.013--0.001-
HCM Control Delay (s)8.6--7.30
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0--0-
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 32
Intersection
Int Delay, s/veh2.1
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h629 1584
Future Vol, veh/h629 1584
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow732 1694
Major/MinorMajor1Major2Minor1
Conflicting Flow All003903123
Stage 1----23-
Stage 2----8-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1571-9831054
Stage 1----1000-
Stage 2----1015-
Platoon blocked, %---
Mov Cap-1 Maneuver--1571-9821054
Mov Cap-2 Maneuver----982-
Stage 1----1000-
Stage 2----1014-
ApproachEBWBNB
HCM Control Delay, s01.28.6
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)1005--1571-
HCM Lane V/C Ratio0.013--0.001-
HCM Control Delay (s)8.6--7.30
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0--0-
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 32
Intersection
Int Delay, s/veh3.8
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h7629 154844444
Future Vol, veh/h7629 154844444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow8732 164944444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1000390052502353648
Stage 1------3838-1010-
Stage 2------1412-4354-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1571--94784110549468271074
Stage 1------977863-1011887-
Stage 2------1006886-971850-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1571--93583610549348221074
Mov Cap-2 Maneuver------935836-934822-
Stage 1------972859-1006886-
Stage 2------996885-957846-
ApproachEBWBNBSB
HCM Control Delay, s1.20.78.98.9
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9341610--1571--932
HCM Lane V/C Ratio0.0190.005--0.001--0.014
HCM Control Delay (s)8.97.20-7.30-8.9
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 32
Intersection
Int Delay, s/veh2
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h630 1584
Future Vol, veh/h630 1584
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow733 1694
Major/MinorMajor1Major2Minor1
Conflicting Flow All004003123
Stage 1----23-
Stage 2----8-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1570-9831054
Stage 1----1000-
Stage 2----1015-
Platoon blocked, %---
Mov Cap-1 Maneuver--1570-9821054
Mov Cap-2 Maneuver----982-
Stage 1----1000-
Stage 2----1014-
ApproachEBWBNB
HCM Control Delay, s01.28.6
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)1005--1570-
HCM Lane V/C Ratio0.013--0.001-
HCM Control Delay (s)8.6--7.30
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0--0-
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 26
Intersection
Int Delay, s/veh4.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h20630 1548444411
Future Vol, veh/h20630 1548444411
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow22733 1649444412
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1000400086802382948
Stage 1------6868-1010-
Stage 2------1812-7284-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1570--90081010549057961074
Stage 1------942838-1011887-
Stage 2------1001886-938825-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1570--87679810548877841074
Mov Cap-2 Maneuver------876798-887784-
Stage 1------929826-997886-
Stage 2------984885-916813-
ApproachEBWBNBSB
HCM Control Delay, s2.60.79.18.8
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)8921610--1570--957
HCM Lane V/C Ratio0.020.014--0.001--0.022
HCM Control Delay (s)9.17.30-7.30-8.8
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0.1
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 32
Intersection
Int Delay, s/veh4.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h20630 1548444411
Future Vol, veh/h20630 1548444411
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow22733 1649444412
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1000400086802382948
Stage 1------6868-1010-
Stage 2------1812-7284-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1570--90081010549057961074
Stage 1------942838-1011887-
Stage 2------1001886-938825-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1570--87679810548877841074
Mov Cap-2 Maneuver------876798-887784-
Stage 1------929826-997886-
Stage 2------984885-916813-
ApproachEBWBNBSB
HCM Control Delay, s2.60.79.18.8
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)8921610--1570--957
HCM Lane V/C Ratio0.020.014--0.001--0.022
HCM Control Delay (s)9.17.30-7.30-8.8
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0.1
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 78
US 421 (Carolina Beach Road) at U-
Turn north of Kings Highway
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 35
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)88 00001658
Future Volume (vph)88 00001658
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)98 00001842
Shared Lane Traffic (%)
Lane Group Flow (vph)98 00001842
Turn TypeD.P+PNA
Protected Phases56!
Permitted Phases6!
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)156.0137.9
Actuated g/C Ratio1.000.88
v/c Ratio0.060.41
Control Delay0.01.9
Queue Delay0.00.0
Total Delay0.01.9
LOSAA
Approach Delay1.9
Approach LOSA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 36
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)088
Queue Length 95th (ft)m098
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)17704495
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.060.41
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:WBSB, Start of Green
Natural Cycle: 50
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.41
Intersection Signal Delay: 1.8Intersection LOS: A
Intersection Capacity Utilization 100.3%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 29
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)88 00001639
Future Volume (vph)88 00001639
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)98 00001821
Shared Lane Traffic (%)
Lane Group Flow (vph)98 00001821
Turn TypeD.P+PNA
Protected Phases56!
Permitted Phases6!
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)156.0137.9
Actuated g/C Ratio1.000.88
v/c Ratio0.060.41
Control Delay0.01.9
Queue Delay0.00.0
Total Delay0.01.9
LOSAA
Approach Delay1.9
Approach LOSA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 30
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)087
Queue Length 95th (ft)m097
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)17704495
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.060.41
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:WBSB, Start of Green
Natural Cycle: 50
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.41
Intersection Signal Delay: 1.8Intersection LOS: A
Intersection Capacity Utilization 98.5%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
! Phase conflict between lane groups.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)89 00001689
Future Volume (vph)89 00001689
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)99 00001877
Shared Lane Traffic (%)
Lane Group Flow (vph)99 00001877
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)14.2131.8
Actuated g/C Ratio0.090.84
v/c Ratio0.610.44
Control Delay73.43.5
Queue Delay0.00.0
Total Delay73.43.5
LOSEA
Approach Delay73.43.5
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)100137
Queue Length 95th (ft)m116197
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)3174295
Starvation Cap Reductn00
Spillback Cap Reductn051
Storage Cap Reductn00
Reduced v/c Ratio0.310.44
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 50
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 7.0Intersection LOS: A
Intersection Capacity Utilization 102.2%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)89 00001719
Future Volume (vph)89 00001719
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)99 00001910
Shared Lane Traffic (%)
Lane Group Flow (vph)99 00001910
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)14.2131.8
Actuated g/C Ratio0.090.84
v/c Ratio0.610.44
Control Delay72.23.6
Queue Delay0.00.0
Total Delay72.23.6
LOSEA
Approach Delay72.23.6
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)99141
Queue Length 95th (ft)m112203
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)3174295
Starvation Cap Reductn00
Spillback Cap Reductn092
Storage Cap Reductn00
Reduced v/c Ratio0.310.45
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 7.0Intersection LOS: A
Intersection Capacity Utilization 105.3%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)91 00001723
Future Volume (vph)91 00001723
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)101 00001914
Shared Lane Traffic (%)
Lane Group Flow (vph)101 00001914
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)14.4131.6
Actuated g/C Ratio0.090.84
v/c Ratio0.620.45
Control Delay72.83.6
Queue Delay0.00.0
Total Delay72.83.6
LOSEA
Approach Delay72.83.6
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)102143
Queue Length 95th (ft)m116205
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)3174289
Starvation Cap Reductn00
Spillback Cap Reductn097
Storage Cap Reductn00
Reduced v/c Ratio0.320.46
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 7.1Intersection LOS: A
Intersection Capacity Utilization 104.1%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)110 00001808
Future Volume (vph)110 00001808
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)122 00002009
Shared Lane Traffic (%)
Lane Group Flow (vph)122 00002009
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)16.2129.8
Actuated g/C Ratio0.100.83
v/c Ratio0.660.48
Control Delay70.94.3
Queue Delay0.00.0
Total Delay70.94.3
LOSEA
Approach Delay70.94.3
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)120171
Queue Length 95th (ft)m126244
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)3174229
Starvation Cap Reductn00
Spillback Cap Reductn0168
Storage Cap Reductn00
Reduced v/c Ratio0.380.49
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 8.2Intersection LOS: A
Intersection Capacity Utilization 113.6%ICU Level of Service H
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 35
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)125 00002387
Future Volume (vph)125 00002387
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)139 00002652
Shared Lane Traffic (%)
Lane Group Flow (vph)139 00002652
Turn TypeD.P+PNA
Protected Phases56!
Permitted Phases6!
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)152.0133.9
Actuated g/C Ratio1.000.88
v/c Ratio0.080.59
Control Delay0.12.9
Queue Delay0.00.0
Total Delay0.12.9
LOSAA
Approach Delay0.12.9
Approach LOSAA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 36
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)0171
Queue Length 95th (ft)0186
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)17704479
Starvation Cap Reductn00
Spillback Cap Reductn2985
Storage Cap Reductn00
Reduced v/c Ratio0.080.60
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:WBSB, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay: 2.7Intersection LOS: A
Intersection Capacity Utilization 93.4%ICU Level of Service F
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 29
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)125 00002326
Future Volume (vph)125 00002326
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)139 00002584
Shared Lane Traffic (%)
Lane Group Flow (vph)139 00002584
Turn TypeD.P+PNA
Protected Phases56!
Permitted Phases6!
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)152.0133.9
Actuated g/C Ratio1.000.88
v/c Ratio0.080.58
Control Delay0.12.8
Queue Delay0.00.0
Total Delay0.12.8
LOSAA
Approach Delay0.12.8
Approach LOSAA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 30
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)0162
Queue Length 95th (ft)0176
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)17704479
Starvation Cap Reductn00
Spillback Cap Reductn2572
Storage Cap Reductn00
Reduced v/c Ratio0.080.59
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:WBSB, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.58
Intersection Signal Delay: 2.6Intersection LOS: A
Intersection Capacity Utilization 91.2%ICU Level of Service F
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)126 00002447
Future Volume (vph)126 00002447
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)140 00002719
Shared Lane Traffic (%)
Lane Group Flow (vph)140 00002719
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)17.4124.6
Actuated g/C Ratio0.110.82
v/c Ratio0.690.65
Control Delay72.96.6
Queue Delay0.00.1
Total Delay72.96.7
LOSEA
Approach Delay72.96.7
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)142318
Queue Length 95th (ft)209446
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)2404191
Starvation Cap Reductn00
Spillback Cap Reductn0248
Storage Cap Reductn00
Reduced v/c Ratio0.580.69
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 9.9Intersection LOS: A
Intersection Capacity Utilization 95.8%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)126 00002549
Future Volume (vph)126 00002549
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)140 00002832
Shared Lane Traffic (%)
Lane Group Flow (vph)140 00002832
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)17.4124.6
Actuated g/C Ratio0.110.82
v/c Ratio0.690.68
Control Delay75.87.0
Queue Delay0.00.1
Total Delay75.87.2
LOSEA
Approach Delay75.87.2
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)145348
Queue Length 95th (ft)220486
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)2404191
Starvation Cap Reductn00
Spillback Cap Reductn0356
Storage Cap Reductn00
Reduced v/c Ratio0.580.74
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay: 10.4Intersection LOS: B
Intersection Capacity Utilization 99.4%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)129 00002496
Future Volume (vph)129 00002496
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)143 00002773
Shared Lane Traffic (%)
Lane Group Flow (vph)143 00002773
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)17.7124.3
Actuated g/C Ratio0.120.82
v/c Ratio0.700.67
Control Delay81.67.0
Queue Delay0.00.0
Total Delay81.67.0
LOSFA
Approach Delay81.67.0
Approach LOSFA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)139337
Queue Length 95th (ft)207472
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)2424187
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.590.66
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 10.6Intersection LOS: B
Intersection Capacity Utilization 97.5%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 700: US 421 & U-Turn
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)140 00002796
Future Volume (vph)140 00002796
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)156 00003107
Shared Lane Traffic (%)
Lane Group Flow (vph)156 00003107
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)17.7124.3
Actuated g/C Ratio0.120.82
v/c Ratio0.760.75
Control Delay86.08.3
Queue Delay0.00.2
Total Delay86.08.5
LOSFA
Approach Delay86.08.5
Approach LOSFA
Lanes, Volumes, Timings
700: US 421 & U-Turn 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)163464
Queue Length 95th (ft)m224526
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)2364167
Starvation Cap Reductn00
Spillback Cap Reductn0321
Storage Cap Reductn00
Reduced v/c Ratio0.660.81
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 12.2Intersection LOS: B
Intersection Capacity Utilization 108.1%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 79
US 421 (Carolina Beach Road) at U-
Turn Autumn Care Nursing Home
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II AM Exist
C. Steiss Page 39
Intersection
Int Delay, s/veh0.4
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0611964810161549
Future Vol, veh/h0611964810161549
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712182911181721
Major/MinorMinor1Major1Major2
Conflicting Flow All-1096125600219021910
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0208227--56238-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-208227--103103-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s22.900.9
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)227--208103-
HCM Lane V/C Ratio0.005--0.0320.28-
HCM Control Delay (s)20.9--22.953-
HCM Lane LOSC--CF-
HCM 95th %tile Q(veh)0--0.11.1-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods IIAM Base Conditions Before Tarin 1
C. Steiss Page 33
Intersection
Int Delay, s/veh0.4
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0611909810161530
Future Vol, veh/h0611909810161530
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712121911181700
Major/MinorMinor1Major1Major2
Conflicting Flow All-1065124100212921300
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0219232--61252-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-219232--112112-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s2200.8
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)232--219112-
HCM Lane V/C Ratio0.005--0.030.258-
HCM Control Delay (s)20.6--2248.2-
HCM Lane LOSC--CE-
HCM 95th %tile Q(veh)0--0.11-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursin Driveway 05/10/2018
160278 Tarin Woods II AM 2018 FNB
C. Steiss Page 37
Intersection
Int Delay, s/veh0.4
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0611984810161564
Future Vol, veh/h0611984810161564
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712204911181738
Major/MinorMinor1Major1Major2
Conflicting Flow All-1107126800221222130
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0205223--54233-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-205223--100100-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s23.200.9
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)223--205100-
HCM Lane V/C Ratio0.005--0.0330.289-
HCM Control Delay (s)21.2--23.255.3-
HCM Lane LOSC--CF-
HCM 95th %tile Q(veh)0--0.11.1-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II AM 2018 Phase 2A
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0612074810161594
Future Vol, veh/h0612074810161594
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712304911181771
Major/MinorMinor1Major1Major2
Conflicting Flow All-1157129300231223130
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0190215--46213-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-190215--8787-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s24.601
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)215--19087-
HCM Lane V/C Ratio0.005--0.0350.332-
HCM Control Delay (s)21.8--24.665.3-
HCM Lane LOSC--CF-
HCM 95th %tile Q(veh)0--0.11.3-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II AM 2020 FNB
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0612024810161596
Future Vol, veh/h0612024810161596
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712249911181773
Major/MinorMinor1Major1Major2
Conflicting Flow All-1129129400225622580
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0198215--50224-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-198215--9393-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s23.801
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)215--19893-
HCM Lane V/C Ratio0.005--0.0340.311-
HCM Control Delay (s)21.8--23.860.3-
HCM Lane LOSC--CF-
HCM 95th %tile Q(veh)0--0.11.2-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 29
Intersection
Int Delay, s/veh1.2
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h06582306810161681
Future Vol, veh/h06582306810161681
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow07642562911181868
Major/MinorMinor1Major1Major2
Conflicting Flow All-1286136300257025710
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0155194--31168-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-155194--6161-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s29.30.81.7
HCM LOSD
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)194--15561-
HCM Lane V/C Ratio0.332--0.0430.474-
HCM Control Delay (s)32.5--29.3109.6-
HCM Lane LOSD--DF-
HCM 95th %tile Q(veh)1.4--0.11.8-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II PM Exist
C. Steiss Page 39
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03791539510102271
Future Vol, veh/h03791539510102271
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow041101710611112523
Major/MinorMinor1Major1Major2
Conflicting Flow All-858184200171517160
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver030094--114365-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-30094--157157-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s18.90.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)94--300157-
HCM Lane V/C Ratio0.106--0.1370.142-
HCM Control Delay (s)47.8--18.931.7-
HCM Lane LOSE--CD-
HCM 95th %tile Q(veh)0.3--0.50.5-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursin Driveway 05/10/2018
160278 Tarin Woods IIPM Base Conditions Before Tarin 1
C. Steiss Page 33
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03791503510102210
Future Vol, veh/h03791503510102210
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow041101670611112456
Major/MinorMinor1Major1Major2
Conflicting Flow All-838179200167516760
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0309102--121379-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-309102--167167-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s18.40.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)102--309167-
HCM Lane V/C Ratio0.098--0.1330.133-
HCM Control Delay (s)44.1--18.429.9-
HCM Lane LOSE--CD-
HCM 95th %tile Q(veh)0.3--0.50.4-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II PM 2018 FNB
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03791554510102294
Future Vol, veh/h03791554510102294
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow041101727611112549
Major/MinorMinor1Major1Major2
Conflicting Flow All-866186000173117320
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver029792--111360-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-29792--153153-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s19.10.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)92--297153-
HCM Lane V/C Ratio0.109--0.1380.145-
HCM Control Delay (s)48.8--19.132.5-
HCM Lane LOSE--CD-
HCM 95th %tile Q(veh)0.4--0.50.5-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II PM 2018 Phase 2A
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03791614510102395
Future Vol, veh/h03791614510102395
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow041101793611112661
Major/MinorMinor1Major1Major2
Conflicting Flow All-899194300179817990
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver028281--101339-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-28281--140140-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s19.90.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)81--282140-
HCM Lane V/C Ratio0.123--0.1460.159-
HCM Control Delay (s)55.6--19.935.6-
HCM Lane LOSF--CE-
HCM 95th %tile Q(veh)0.4--0.50.5-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods II PM 2020 FNB
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03891586510102340
Future Vol, veh/h03891586510102340
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow042101762611112600
Major/MinorMinor1Major1Major2
Conflicting Flow All-884189800176717680
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver028887--106349-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-28887--146146-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s19.60.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)87--288146-
HCM Lane V/C Ratio0.115--0.1470.152-
HCM Control Delay (s)51.7--19.634.1-
HCM Lane LOSF--CD-
HCM 95th %tile Q(veh)0.4--0.50.5-
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 29
Intersection
Int Delay, s/veh2.1
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h038441757510102641
Future Vol, veh/h038441757510102641
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow042491952611112934
Major/MinorMinor1Major1Major2
Conflicting Flow All-979214200195719580
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver024960--79294-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-24960--109109-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s22.44.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)60--249109-
HCM Lane V/C Ratio0.815--0.170.204-
HCM Control Delay (s)177.4--22.446.2-
HCM Lane LOSF--CE-
HCM 95th %tile Q(veh)3.6--0.60.7-
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 80
US 421 (Carolina Beach Road) at Site
Access
HCM 2010 TWSC
900: US 421 & Site Access 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1
C. Steiss Page 32
Intersection
Int Delay, s/veh20.7
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h024521527401755
Future Vol, veh/h024521527401755
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0 ----
Veh in Median Storage, #0-0--0
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow027223918201950
Major/MinorMinor1Major1Major2
Conflicting Flow All-123700--
Stage 1------
Stage 2------
Critical Hdwy-6.94 ----
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy-3.32 ----
Pot Cap-1 Maneuver0~ 167--0-
Stage 10---0-
Stage 20---0-
Platoon blocked, %---
Mov Cap-1 Maneuver-~ 167 ----
Mov Cap-2 Maneuver------
Stage 1------
Stage 2------
ApproachWBNBSB
HCM Control Delay, s$ 357.800
HCM LOSF
Minor Lane/Major MvmtNBTNBRWBLn1SBT
Capacity (veh/h)--167-
HCM Lane V/C Ratio--1.63-
HCM Control Delay (s)--$ 357.8-
HCM Lane LOS--F-
HCM 95th %tile Q(veh)--18.6-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 2010 TWSC
900: US 421 & Site Access 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 1 with Imps
C. Steiss Page 27
Intersection
Int Delay, s/veh18.1
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h024521527401755
Future Vol, veh/h024521527401755
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0--0
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow027223918201950
Major/MinorMinor1Major1Major2
Conflicting Flow All-119600--
Stage 1------
Stage 2------
Critical Hdwy-6.94 ----
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy-3.32 ----
Pot Cap-1 Maneuver0~ 178--0-
Stage 10---0-
Stage 20---0-
Platoon blocked, %---
Mov Cap-1 Maneuver-~ 178 ----
Mov Cap-2 Maneuver------
Stage 1------
Stage 2------
ApproachWBNBSB
HCM Control Delay, s$ 31200
HCM LOSF
Minor Lane/Major MvmtNBTNBRWBLn1SBT
Capacity (veh/h)--178-
HCM Lane V/C Ratio--1.529-
HCM Control Delay (s)--$ 312-
HCM Lane LOS--F-
HCM 95th %tile Q(veh)--17.6-
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 2010 TWSC
900: US 421 & Site Access 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1
C. Steiss Page 32
Intersection
Int Delay, s/veh2.2
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h0149173326102774
Future Vol, veh/h0149173326102774
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0 ----
Veh in Median Storage, #0-0--0
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow0166192629003082
Major/MinorMinor1Major1Major2
Conflicting Flow All-110800--
Stage 1------
Stage 2------
Critical Hdwy-6.94 ----
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy-3.32 ----
Pot Cap-1 Maneuver0204--0-
Stage 10---0-
Stage 20---0-
Platoon blocked, %---
Mov Cap-1 Maneuver-204 ----
Mov Cap-2 Maneuver------
Stage 1------
Stage 2------
ApproachWBNBSB
HCM Control Delay, s7100
HCM LOSF
Minor Lane/Major MvmtNBTNBRWBLn1SBT
Capacity (veh/h)--204-
HCM Lane V/C Ratio--0.812-
HCM Control Delay (s)--71-
HCM Lane LOS--F-
HCM 95th %tile Q(veh)--5.8-
HCM 2010 TWSC
900: US 421 & Site Access 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 1 with Imps
C. Steiss Page 32
Intersection
Int Delay, s/veh1.3
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h0149173326102774
Future Vol, veh/h0149173326102774
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0--0
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow0166192629003082
Major/MinorMinor1Major1Major2
Conflicting Flow All-96300--
Stage 1------
Stage 2------
Critical Hdwy-6.94 ----
Critical Hdwy Stg 1------
Critical Hdwy Stg 2------
Follow-up Hdwy-3.32 ----
Pot Cap-1 Maneuver0256--0-
Stage 10---0-
Stage 20---0-
Platoon blocked, %---
Mov Cap-1 Maneuver-256 ----
Mov Cap-2 Maneuver------
Stage 1------
Stage 2------
ApproachWBNBSB
HCM Control Delay, s41.600
HCM LOSE
Minor Lane/Major MvmtNBTNBRWBLn1SBT
Capacity (veh/h)--256-
HCM Lane V/C Ratio--0.647-
HCM Control Delay (s)--41.6-
HCM Lane LOS--E-
HCM 95th %tile Q(veh)--4-
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 81
Kings Highway at Site Access
HCM 2010 TWSC
1000: Site Access & Kings Highway 05/10/2018
160278 Tarin Woods IIAM 2020 Phase 2b Scenario 2
C. Steiss Page 37
Intersection
Int Delay, s/veh6.3
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h1647442172454
Future Vol, veh/h1647442172454
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow1828242412724
Major/MinorMajor1Major2Minor1
Conflicting Flow All002640473223
Stage 1----223-
Stage 2----250-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1300-550817
Stage 1----814-
Stage 2----792-
Platoon blocked, %---
Mov Cap-1 Maneuver--1300-548817
Mov Cap-2 Maneuver----548-
Stage 1----814-
Stage 2----789-
ApproachEBWBNB
HCM Control Delay, s00.117.9
HCM LOSC
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)551--1300-
HCM Lane V/C Ratio0.502--0.003-
HCM Control Delay (s)17.9--7.80
HCM Lane LOSC--AA
HCM 95th %tile Q(veh)2.8--0-
HCM 2010 TWSC
1000: Site Access & Kings Highway 05/10/2018
160278 Tarin Woods IIPM 2020 Phase 2B Scenario 2
C. Steiss Page 37
Intersection
Int Delay, s/veh3.4
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h502614771494
Future Vol, veh/h502614771494
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow562904861664
Major/MinorMajor1Major2Minor1
Conflicting Flow All003460295201
Stage 1----201-
Stage 2----94-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1213-696840
Stage 1----833-
Stage 2----930-
Platoon blocked, %---
Mov Cap-1 Maneuver--1213-694840
Mov Cap-2 Maneuver----694-
Stage 1----833-
Stage 2----927-
ApproachEBWBNB
HCM Control Delay, s00.411.8
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)697--1213-
HCM Lane V/C Ratio0.244--0.004-
HCM Control Delay (s)11.8--80
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)1--0-
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 82
Traffic Volume Data
File Name : 1. US 421 (Carolina Beach Road) at Manassas Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 1
Counted By: D.Davis
No pedestrians were observed at the
intersection
Groups Printed- Cars - Trucks and Buses - Bikes on Road - U turns
US 421 (Carolina Beach Road)
Southbound
Manassas Drive
Westbound
US 421 (Carolina Beach Road)
Northbound
Sharks Eye Lane
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total07:00 AM 1 140 8 2 151 27 0 0 0 27 0 338 3 0 341 3 0 0 0 3 522
07:15 AM 5 221 11 1 238 46 0 0 0 46 5 375 4 0 384 3 0 0 0 3 671
07:30 AM 2 384 10 5 401 55 0 0 0 55 4 476 6 0 486 2 0 0 0 2 944
07:45 AM 4 415 19 4 442 46 0 0 0 46 3 411 10 0 424 6 0 0 0 6 918
Total 12 1160 48 12 1232 174 0 0 0 174 12 1600 23 0 1635 14 0 0 0 14 3055
08:00 AM 2 340 18 7 367 33 0 0 1 34 4 438 16 0 458 2 0 0 0 2 861
08:15 AM 3 195 5 3 206 29 0 0 0 29 7 424 13 0 444 8 0 0 0 8 687
08:30 AM 4 199 4 1 208 25 0 0 0 25 4 327 8 0 339 1 0 0 0 1 573
08:45 AM 4 225 4 5 238 20 0 0 0 20 4 274 11 0 289 4 0 0 0 4 551
Total 13 959 31 16 1019 107 0 0 1 108 19 1463 48 0 1530 15 0 0 0 15 2672
04:00 PM 6 418 25 8 457 12 0 0 0 12 6 375 25 0 406 8 0 0 0 8 883
04:15 PM 5 333 11 4 353 13 0 0 0 13 4 231 11 1 247 3 0 0 0 3 616
04:30 PM 12 426 27 3 468 20 0 0 0 20 7 299 15 0 321 8 0 0 0 8 817
04:45 PM 9 363 18 4 394 24 0 0 0 24 8 240 10 1 259 6 0 0 0 6 683
Total 32 1540 81 19 1672 69 0 0 0 69 25 1145 61 2 1233 25 0 0 0 25 2999
05:00 PM 9 430 16 3 458 15 0 0 0 15 12 286 17 0 315 8 0 0 0 8 796
05:15 PM 10 482 27 7 526 16 0 0 0 16 8 314 15 0 337 13 0 0 0 13 892
05:30 PM 2 481 46 8 537 16 0 0 0 16 5 282 19 0 306 10 0 0 0 10 869
05:45 PM 11 440 34 5 490 28 0 0 1 29 5 232 15 0 252 6 0 0 0 6 777
Total 32 1833 123 23 2011 75 0 0 1 76 30 1114 66 0 1210 37 0 0 0 37 3334
Grand Total 89 5492 283 70 5934 425 0 0 2 427 86 5322 198 2 5608 91 0 0 0 91 12060
Apprch %1.5 92.6 4.8 1.2 99.5 0 0 0.5 1.5 94.9 3.5 0 100 0 0 0
Total %0.7 45.5 2.3 0.6 49.2 3.5 0 0 0 3.5 0.7 44.1 1.6 0 46.5 0.8 0 0 0 0.8
Cars 88 5436 280 0 5804 423 0 0 0 423 85 5252 197 0 5534 91 0 0 0 91 11852
% Cars 98.9 99 98.9 0 97.8 99.5 0 0 0 99.1 98.8 98.7 99.5 0 98.7 100 0 0 0 100 98.3
Trucks and Buses 0 54 3 0 57 2 0 0 0 2 1 68 1 0 70 0 0 0 0 0 129
% Trucks and Buses 0 1 1.1 0 1 0.5 0 0 0 0.5 1.2 1.3 0.5 0 1.2 0 0 0 0 0 1.1
Bikes on Road 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5
% Bikes on Road 1.1 0 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U turns 0 0 0 70 70 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 74
% U turns 0 0 0 100 1.2 0 0 0 100 0.5 0 0 0 100 0 0 0 0 0 0 0.6
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 1. US 421 (Carolina Beach Road) at Manassas Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 2
Counted By: D.Davis
No pedestrians were observed at the
intersection
US 421 (Carolina Beach Road)
S
h
a
r
k
s
E
y
e
L
a
n
e
M
a
n
a
s
s
a
s
D
r
i
v
e
US 421 (Carolina Beach Road)
Right
88
0
1
0
89
Thru
5436
54
2
0
5492
Left
280
3
0
0
283
U
turns
0
0
0
70
70
InOut Total
5675 5804 11479
70 57 127
2 3 5
0 70 70
5747 11681 5934
Ri
g
h
t
42
3
2 0 0
42
5
Th
r
u
0 0 0 0 0
Le
f
t
0 0 0 0 0
U
tu
r
n
s
0 0 0 2 2
Ou
t
To
t
a
l
In
36
5
42
3
78
8
4
2
6
0
0
0
0
2
2
36
9
79
6
42
7
Left
197
1
0
0
198
Thru
5252
68
2
0
5322
Right
85
1
0
0
86
U
turns
0
0
0
2
2
Out TotalIn
5527 5534 11061
54 70 124
2 2 4
0 2 2
5583 11191 5608
Le
f
t
0 0 0 0 0
Th
r
u
0 0 0 0 0
Rig
h
t
91
0 0 0
91
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
28
5
91
37
6
1
0
1
1
0
1
0
0
0
28
7
37
8
91
1/25/2017 07:00 AM
1/25/2017 05:45 PM
Cars
Trucks and Buses
Bikes on Road
U turns
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 1. US 421 (Carolina Beach Road) at Manassas Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 3
Counted By: D.Davis
No pedestrians were observed at the
intersection
US 421 (Carolina Beach Road)
Southbound
Manassas Drive
Westbound
US 421 (Carolina Beach Road)
Northbound
Sharks Eye Lane
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 384 10 5 401 55 0 0 0 55 4 476 6 0 486 2 0 0 0 2 944
07:45 AM 4 415 19 4 442 46 0 0 0 46 3 411 10 0 424 6 0 0 0 6 918
08:00 AM 2 340 18 7 367 33 0 0 1 34 4 438 16 0 458 2 0 0 0 2 861
08:15 AM 3 195 5 3 206 29 0 0 0 29 7 424 13 0 444 8 0 0 0 8 687
Total Volume 11 1334 52 19 1416 163 0 0 1 164 18 1749 45 0 1812 18 0 0 0 18 3410
% App. Total 0.8 94.2 3.7 1.3 99.4 0 0 0.6 1 96.5 2.5 0 100 0 0 0
PHF .688 .804 .684 .679 .801 .741 .000 .000 .250 .745 .643 .919 .703 .000 .932 .563 .000 .000 .000 .563 .903
Cars 11 1308 51 0 1370 162 0 0 0 162 18 1726 45 0 1789 18 0 0 0 18 3339
% Cars 100 98.1 98.1 0 96.8 99.4 0 0 0 98.8 100 98.7 100 0 98.7 100 0 0 0 100 97.9
Trucks and Buses 0 26 1 0 27 1 0 0 0 1 0 23 0 0 23 0 0 0 0 0 51
% Trucks and Buses 0 1.9 1.9 0 1.9 0.6 0 0 0 0.6 0 1.3 0 0 1.3 0 0 0 0 0 1.5
Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U turns 0 0 0 19 19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 20
% U turns 0 0 0 100 1.3 0 0 0 100 0.6 0 0 0 0 0 0 0 0 0 0 0.6
US 421 (Carolina Beach Road)
S
h
a
r
k
s
E
y
e
L
a
n
e
M
a
n
a
s
s
a
s
D
r
i
v
e
US 421 (Carolina Beach Road)
Right
11
0
0
0
11
Thru
1308
26
0
0
1334
Left
51
1
0
0
52
U
turns
0
0
0
19
19
InOut Total
1888 1370 3258
24 27 51
0 0 0
0 19 19
1912 3328 1416
Ri
g
h
t
16
2
1 0 0
16
3
Th
r
u
0 0 0 0 0
Le
f
t
0 0 0 0 0
U
tu
r
n
s
0 0 0 1 1
Ou
t
To
t
a
l
In
69
16
2
23
1
1
1
2
0
0
0
0
1
1
70
23
4
16
4
Left
45
0
0
0
45
Thru
1726
23
0
0
1749
Right
18
0
0
0
18
U
turns
0
0
0
0
0
Out TotalIn
1326 1789 3115
26 23 49
0 0 0
0 0 0
1352 3164 1812
Le
f
t
0 0 0 0 0
Th
r
u
0 0 0 0 0
Ri
g
h
t
18
0 0 0
18
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
56
18
74
0
0
0
0
0
0
0
0
0
56
74
18
Peak Hour Begins at 07:30 AM
Cars
Trucks and Buses
Bikes on Road
U turns
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 1. US 421 (Carolina Beach Road) at Manassas Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 4
Counted By: D.Davis
No pedestrians were observed at the
intersection
US 421 (Carolina Beach Road)
Southbound
Manassas Drive
Westbound
US 421 (Carolina Beach Road)
Northbound
Sharks Eye Lane
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 9 430 16 3 458 15 0 0 0 15 12 286 17 0 315 8 0 0 0 8 796
05:15 PM 10 482 27 7 526 16 0 0 0 16 8 314 15 0 337 13 0 0 0 13 892
05:30 PM 2 481 46 8 537 16 0 0 0 16 5 282 19 0 306 10 0 0 0 10 869
05:45 PM 11 440 34 5 490 28 0 0 1 29 5 232 15 0 252 6 0 0 0 6 777
Total Volume 32 1833 123 23 2011 75 0 0 1 76 30 1114 66 0 1210 37 0 0 0 37 3334
% App. Total 1.6 91.1 6.1 1.1 98.7 0 0 1.3 2.5 92.1 5.5 0 100 0 0 0
PHF .727 .951 .668 .719 .936 .670 .000 .000 .250 .655 .625 .887 .868 .000 .898 .712 .000 .000 .000 .712 .934
Cars 32 1831 123 0 1986 74 0 0 0 74 29 1107 66 0 1202 37 0 0 0 37 3299
% Cars 100 99.9 100 0 98.8 98.7 0 0 0 97.4 96.7 99.4 100 0 99.3 100 0 0 0 100 99.0
Trucks and Buses 0 0 0 0 0 1 0 0 0 1 1 7 0 0 8 0 0 0 0 0 9
% Trucks and Buses
0 0 0 0 0 1.3 0 0 0 1.3 3.3 0.6 0 0 0.7 0 0 0 0 0 0.3
Bikes on Road 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
% Bikes on Road 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1
U turns 0 0 0 23 23 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 24
% U turns 0 0 0 100 1.1 0 0 0 100 1.3 0 0 0 0 0 0 0 0 0 0 0.7
US 421 (Carolina Beach Road)
S
h
a
r
k
s
E
y
e
L
a
n
e
M
a
n
a
s
s
a
s
D
r
i
v
e
US 421 (Carolina Beach Road)
Right
32
0
0
0
32
Thru
1831
0
2
0
1833
Left
123
0
0
0
123
U
turns
0
0
0
23
23
InOut Total
1181 1986 3167
8 0 8
0 2 2
0 23 23
1189 3200 2011
Rig
h
t
74
1 0 0
75
Th
r
u
0 0 0 0 0
Le
f
t
0 0 0 0 0
U
tu
r
n
s
0 0 0 1 1
Ou
t
To
t
a
l
In
15
2
74
22
6
1
1
2
0
0
0
0
1
1
15
3
22
9
76
Left
66
0
0
0
66
Thru
1107
7
0
0
1114
Right
29
1
0
0
30
U
turns
0
0
0
0
0
Out TotalIn
1868 1202 3070
0 8 8
2 0 2
0 0 0
1870 3080 1210
Le
f
t
0 0 0 0 0
Th
r
u
0 0 0 0 0
Rig
h
t
37
0 0 0
37
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
98
37
13
5
0
0
0
0
0
0
0
0
0
98
13
5
37
Peak Hour Begins at 05:00 PM
Cars
Trucks and Buses
Bikes on Road
U turns
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 2. US 421 (Carolina Beach Road) at Sanders Road
Site Code : 00160278
Start Date : 1/25/2017
Page No : 1
Counted By: D.Davis
No pedestrians were observed at the
intersection
Groups Printed- Cars - Trucks and Buses - Bikes on Road - U turns
US 421 (Carolina Beach Road)
Southbound
Driveway
Westbound
US 421 (Carolina Beach Road)
Northbound
Sanders Road
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total07:00 AM 38 139 0 5 182 0 0 0 0 0 0 312 15 0 327 6 0 59 0 65 574
07:15 AM 81 237 1 2 321 1 0 0 0 1 0 379 32 1 412 14 0 108 0 122 856
07:30 AM 135 310 0 1 446 0 0 0 0 0 0 372 45 2 419 46 0 123 0 169 1034
07:45 AM 88 315 0 7 410 0 0 0 0 0 0 298 31 5 334 52 0 136 0 188 932
Total 342 1001 1 15 1359 1 0 0 0 1 0 1361 123 8 1492 118 0 426 0 544 3396
08:00 AM 35 330 2 7 374 0 0 0 0 0 0 404 14 5 423 27 0 135 0 162 959
08:15 AM 40 240 0 7 287 0 0 0 0 0 0 432 20 3 455 6 0 81 0 87 829
08:30 AM 24 196 0 6 226 3 0 0 0 3 0 329 10 1 340 7 0 64 0 71 640
08:45 AM 34 212 0 5 251 0 0 0 0 0 1 259 14 5 279 12 0 53 0 65 595
Total 133 978 2 25 1138 3 0 0 0 3 1 1424 58 14 1497 52 0 333 0 385 3023
04:00 PM 66 419 1 8 494 0 0 0 0 0 0 377 18 16 411 27 0 128 0 155 1060
04:15 PM 82 402 0 2 486 0 0 0 0 0 0 357 23 7 387 23 0 81 0 104 977
04:30 PM 90 412 0 8 510 0 0 0 0 0 0 340 16 7 363 25 0 73 0 98 971
04:45 PM 63 380 1 1 445 0 0 0 0 0 0 255 20 8 283 14 0 66 0 80 808
Total 301 1613 2 19 1935 0 0 0 0 0 0 1329 77 38 1444 89 0 348 0 437 3816
05:00 PM 99 577 0 5 681 0 0 1 0 1 0 378 22 3 403 24 0 92 0 116 1201
05:15 PM 57 412 0 7 476 0 0 0 0 0 1 275 26 2 304 18 0 74 0 92 872
05:30 PM 93 470 0 3 566 0 0 1 0 1 0 267 21 2 290 34 0 93 0 127 984
05:45 PM 73 486 0 5 564 1 0 0 0 1 0 282 13 4 299 9 0 71 0 80 944
Total 322 1945 0 20 2287 1 0 2 0 3 1 1202 82 11 1296 85 0 330 0 415 4001
Grand Total 1098 5537 5 79 6719 5 0 2 0 7 2 5316 340 71 5729 344 0 1437 0 1781 14236
Apprch %16.3 82.4 0.1 1.2 71.4 0 28.6 0 0 92.8 5.9 1.2 19.3 0 80.7 0
Total %7.7 38.9 0 0.6 47.2 0 0 0 0 0 0 37.3 2.4 0.5 40.2 2.4 0 10.1 0 12.5
Cars 1089 5491 4 0 6584 5 0 2 0 7 2 5271 338 0 5611 341 0 1421 0 1762 13964
% Cars 99.2 99.2 80 0 98 100 0 100 0 100 100 99.2 99.4 0 97.9 99.1 0 98.9 0 98.9 98.1
Trucks and Buses 9 45 1 0 55 0 0 0 0 0 0 45 2 0 47 3 0 15 0 18 120
% Trucks and Buses 0.8 0.8 20 0 0.8 0 0 0 0 0 0 0.8 0.6 0 0.8 0.9 0 1 0 1 0.8
Bikes on Road 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 0 0.1 0
U turns 0 0 0 79 79 0 0 0 0 0 0 0 0 71 71 0 0 0 0 0 150
% U turns 0 0 0 100 1.2 0 0 0 0 0 0 0 0 100 1.2 0 0 0 0 0 1.1
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 2. US 421 (Carolina Beach Road) at Sanders Road
Site Code : 00160278
Start Date : 1/25/2017
Page No : 2
US 421 (Carolina Beach Road)
S
a
n
d
e
r
s
R
o
a
d
D
r
i
v
e
w
a
y
US 421 (Carolina Beach Road)
Right
1089
9
0
0
1098
Thru
5491
45
1
0
5537
Left
4
1
0
0
5
U
turns
0
0
0
79
79
InOut Total
6697 6584 13281
60 55 115
1 1 2
0 79 79
6758 13477 6719
Ri
g
h
t
5 0 0 0 5
Th
r
u
0 0 0 0 0
Le
f
t
2 0 0 0 2
U
tu
r
n
s
0 0 0 0 0
Ou
t
To
t
a
l
In
6
7
13
1
0
1
0
0
0
0
0
0
7
14
7
Left
338
2
0
0
340
Thru
5271
45
0
0
5316
Right
2
0
0
0
2
U
turns
0
0
0
71
71
Out TotalIn
5834 5611 11445
48 47 95
1 0 1
0 71 71
5883 11612 5729
Le
f
t
14
2
1
15
1 0
14
3
7
Th
r
u
0 0 0 0 0
Rig
h
t
34
1
3 0 0
34
4
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
14
2
7
17
6
2
31
8
9
11
18
29
0
1
1
0
0
0
14
3
8
32
1
9
17
8
1
1/25/2017 07:00 AM
1/25/2017 05:45 PM
Cars
Trucks and Buses
Bikes on Road
U turns
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 2. US 421 (Carolina Beach Road) at Sanders Road
Site Code : 00160278
Start Date : 1/25/2017
Page No : 3
US 421 (Carolina Beach Road)
Southbound
Driveway
Westbound
US 421 (Carolina Beach Road)
Northbound
Sanders Road
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 81 237 1 2 321 1 0 0 0 1 0 379 32 1 412 14 0 108 0 122 856
07:30 AM 135 310 0 1 446 0 0 0 0 0 0 372 45 2 419 46 0 123 0 169 1034
07:45 AM 88 315 0 7 410 0 0 0 0 0 0 298 31 5 334 52 0 136 0 188 932
08:00 AM 35 330 2 7 374 0 0 0 0 0 0 404 14 5 423 27 0 135 0 162 959
Total Volume 339 1192 3 17 1551 1 0 0 0 1 0 1453 122 13 1588 139 0 502 0 641 3781
% App. Total 21.9 76.9 0.2 1.1 100 0 0 0 0 91.5 7.7 0.8 21.7 0 78.3 0
PHF .628 .903 .375 .607 .869 .250 .000 .000 .000 .250 .000 .899 .678 .650 .939 .668 .000 .923 .000 .852 .914
Cars 334 1170 2 0 1506 1 0 0 0 1 0 1440 122 0 1562 136 0 496 0 632 3701
% Cars 98.5 98.2 66.7 0 97.1 100 0 0 0 100 0 99.1 100 0 98.4 97.8 0 98.8 0 98.6 97.9
Trucks and Buses 5 22 1 0 28 0 0 0 0 0 0 13 0 0 13 3 0 6 0 9 50
% Trucks and Buses 1.5 1.8 33.3 0 1.8 0 0 0 0 0 0 0.9 0 0 0.8 2.2 0 1.2 0 1.4 1.3
Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U turns 0 0 0 17 17 0 0 0 0 0 0 0 0 13 13 0 0 0 0 0 30
% U turns 0 0 0 100 1.1 0 0 0 0 0 0 0 0 100 0.8 0 0 0 0 0 0.8
US 421 (Carolina Beach Road)
S
a
n
d
e
r
s
R
o
a
d
D
r
i
v
e
w
a
y
US 421 (Carolina Beach Road)
Right
334
5
0
0
339
Thru
1170
22
0
0
1192
Left
2
1
0
0
3
U
turns
0
0
0
17
17
InOut Total
1937 1506 3443
19 28 47
0 0 0
0 17 17
1956 3507 1551
Ri
g
h
t
1 0 0 0 1
Th
r
u
0 0 0 0 0
Le
f
t
0 0 0 0 0
U
tu
r
n
s
0 0 0 0 0
Ou
t
To
t
a
l
In
2
1
3
1
0
1
0
0
0
0
0
0
3
4
1
Left
122
0
0
0
122
Thru
1440
13
0
0
1453
Right
0
0
0
0
0
U
turns
0
0
0
13
13
Out TotalIn
1306 1562 2868
25 13 38
0 0 0
0 13 13
1331 2919 1588
Le
f
t
49
6
6 0 0
50
2
Th
r
u
0 0 0 0 0
Rig
h
t
13
6
3 0 0
13
9
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
45
6
63
2
10
8
8
5
9
14
0
0
0
0
0
0
46
1
11
0
2
64
1
Peak Hour Begins at 07:15 AM
Cars
Trucks and Buses
Bikes on Road
U turns
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 2. US 421 (Carolina Beach Road) at Sanders Road
Site Code : 00160278
Start Date : 1/25/2017
Page No : 4
US 421 (Carolina Beach Road)
Southbound
Driveway
Westbound
US 421 (Carolina Beach Road)
Northbound
Sanders Road
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 99 577 0 5 681 0 0 1 0 1 0 378 22 3 403 24 0 92 0 116 1201
05:15 PM 57 412 0 7 476 0 0 0 0 0 1 275 26 2 304 18 0 74 0 92 872
05:30 PM 93 470 0 3 566 0 0 1 0 1 0 267 21 2 290 34 0 93 0 127 984
05:45 PM 73 486 0 5 564 1 0 0 0 1 0 282 13 4 299 9 0 71 0 80 944
Total Volume 322 1945 0 20 2287 1 0 2 0 3 1 1202 82 11 1296 85 0 330 0 415 4001
% App. Total 14.1 85 0 0.9 33.3 0 66.7 0 0.1 92.7 6.3 0.8 20.5 0 79.5 0
PHF .813 .843 .000 .714 .840 .250 .000 .500 .000 .750 .250 .795 .788 .688 .804 .625 .000 .887 .000 .817 .833
Cars 322 1942 0 0 2264 1 0 2 0 3 1 1195 82 0 1278 85 0 329 0 414 3959
% Cars 100 99.8 0 0 99.0 100 0 100 0 100 100 99.4 100 0 98.6 100 0 99.7 0 99.8 99.0
Trucks and Buses 0 2 0 0 2 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 9
% Trucks and Buses
0 0.1 0 0 0.1 0 0 0 0 0 0 0.6 0 0 0.5 0 0 0 0 0 0.2
Bikes on Road 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
% Bikes on Road 0 0.1 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.3 0 0.2 0.0
U turns 0 0 0 20 20 0 0 0 0 0 0 0 0 11 11 0 0 0 0 0 31
% U turns 0 0 0 100 0.9 0 0 0 0 0 0 0 0 100 0.8 0 0 0 0 0 0.8
US 421 (Carolina Beach Road)
S
a
n
d
e
r
s
R
o
a
d
D
r
i
v
e
w
a
y
US 421 (Carolina Beach Road)
Right
322
0
0
0
322
Thru
1942
2
1
0
1945
Left
0
0
0
0
0
U
turns
0
0
0
20
20
InOut Total
1525 2264 3789
7 2 9
1 1 2
0 20 20
1533 3820 2287
Rig
h
t
1 0 0 0 1
Th
r
u
0 0 0 0 0
Le
f
t
2 0 0 0 2
U
tu
r
n
s
0 0 0 0 0
Ou
t
To
t
a
l
In
1
3
4
0
0
0
0
0
0
0
0
0
1
4
3
Left
82
0
0
0
82
Thru
1195
7
0
0
1202
Right
1
0
0
0
1
U
turns
0
0
0
11
11
Out TotalIn
2029 1278 3307
2 7 9
1 0 1
0 11 11
2032 3328 1296
Le
f
t
32
9
0 1 0
33
0
Th
r
u
0 0 0 0 0
Ri
g
h
t
85
0 0 0
85
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
40
4
41
4
81
8
0
0
0
0
1
1
0
0
0
40
4
81
9
41
5
Peak Hour Begins at 05:00 PM
Cars
Trucks and Buses
Bikes on Road
U turns
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 3. Manassas Drive and Appomattox Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 1
Counted by: A Anderson
No uturns were observed at the
intersection
Weather: Clear
Groups Printed- Cars - Trucks and Buses - Bikes on Road
Appomattox Drive
Southbound
T-Intersection
Westbound
Appomattox Drive
Northbound
Manassas Drive
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 26 1 26 8 0 0 0 8 1 34 35
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 45 0 45 6 0 0 0 6 0 51 51
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 56 3 56 9 0 0 0 9 3 65 68
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 61 0 61 32 0 0 0 32 0 93 93
Total 0 0 0 0 0 0 0 0 0 0 0 0 188 4 188 55 0 0 0 55 4 243 247
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 13 0 13 5 0 0 0 5 0 18 18
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 12 0 12 4 0 0 0 4 0 16 16
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 20 1 20 6 0 0 0 6 1 26 27
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 11 0 11 4 0 0 0 4 0 15 15
Total 0 0 0 0 0 0 0 0 0 0 0 0 56 1 56 19 0 0 0 19 1 75 76
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 20 2 0 6 22 6 30 36
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 14 0 14 17 0 0 0 17 0 31 31
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 13 0 13 22 0 0 2 22 2 35 37
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 16 0 16 24 0 0 0 24 0 40 40
Total 0 0 0 0 0 0 0 0 0 0 0 0 51 0 51 83 2 0 8 85 8 136 144
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 18 0 18 27 0 0 0 27 0 45 45
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 16 0 16 21 0 0 1 21 1 37 38
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 17 0 17 30 0 0 0 30 0 47 47
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 16 0 16 28 0 0 0 28 0 44 44
Total 0 0 0 0 0 0 0 0 0 0 0 0 67 0 67 106 0 0 1 106 1 173 174
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 362 5 362 263 2 0 9 265 14 627 641
Apprch %0 0 0 0 0 0 0 0 100 99.2 0.8 0
Total %0 0 0 0 0 0 0 0 0 0 57.7 57.7 41.9 0.3 0 42.3 2.2 97.8
Cars 0 0 0 0 0 0 0 0 0 0 358 363 259 2 0 270 0 0 633
% Cars 0 0 0 0 0 0 0 0 0 0 0 0 98.9 100 98.9 98.5 100 0 100 98.5 0 0 98.8
Trucks and Buses
0 0 0 0 0 0 0 0 0 0 2 2 4 0 0 4 0 0 6
% Trucks and Buses
0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0.5 1.5 0 0 0 1.5 0 0 0.9
Bikes on Road 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0.5 0 0 0 0 0 0 0 0.3
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 3. Manassas Drive and Appomattox Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 2
Counted by: A Anderson
No uturns were observed at the
intersection
Weather: Clear
Appomattox Drive
M
a
n
a
s
s
a
s
D
r
i
v
e
T
-
I
n
t
e
r
s
e
c
t
i
o
n
Appomattox Drive
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Ri
g
h
t
0 0 0 0
Th
r
u
0 0 0 0
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
2
0
2
0
0
0
0
0
0
2
2
0
Left
358
2
2
362
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
259 358 617
4 2 6
0 2 2
263 625 362
Le
f
t
0 0 0 0
Th
r
u
2 0 0 2
Rig
h
t
25
9
4 0
26
3
To
t
a
l
Ou
t
In
35
8
26
1
61
9
2
4
6
2
0
2
36
2
62
7
26
5
1/25/2017 07:00 AM
1/25/2017 05:45 PM
Cars
Trucks and Buses
Bikes on Road
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 3. Manassas Drive and Appomattox Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 3
Counted by: A Anderson
No uturns were observed at the
intersection
Weather: Clear
Appomattox Drive
Southbound
T-Intersection
Westbound
Appomattox Drive
Northbound
Manassas Drive
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 0 0 0 0 0 26 26 8 0 0 8 34
07:15 AM 0 0 0 0 0 0 0 0 0 0 45 45 6 0 0 6 51
07:30 AM 0 0 0 0 0 0 0 0 0 0 56 56 9 0 0 9 65
07:45 AM 0 0 0 0 0 0 0 0 0 0 61 61 32 0 0 32 93
Total Volume 0 0 0 0 0 0 0 0 0 0 188 188 55 0 0 55 243
% App. Total 0 0 0 0 0 0 0 0 100 100 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .770 .770 .430 .000 .000 .430 .653
Cars 0 0 0 0 0 0 0 0 0 0 185 185 53 0 0 53 238
% Cars 0 0 0 0 0 0 0 0 0 0 98.4 98.4 96.4 0 0 96.4 97.9
Trucks and Buses 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 3
% Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0.5 0.5 3.6 0 0 3.6 1.2
Bikes on Road 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 1.1 1.1 0 0 0 0 0.8
Appomattox Drive
M
a
n
a
s
s
a
s
D
r
i
v
e
T
-
I
n
t
e
r
s
e
c
t
i
o
n
Appomattox Drive
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Ri
g
h
t
0 0 0 0
Th
r
u
0 0 0 0
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
0
0
0
0
0
0
0
0
0
0
0
0
Left
185
1
2
188
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
53 185 238
2 1 3
0 2 2
55 243 188
Le
f
t
0 0 0 0
Th
r
u
0 0 0 0
Ri
g
h
t
53
2 0
55
To
t
a
l
Ou
t
In
18
5
53
23
8
1
2
3
2
0
2
18
8
24
3
55
Peak Hour Begins at 07:00 AM
Cars
Trucks and Buses
Bikes on Road
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 3. Manassas Drive and Appomattox Drive
Site Code : 00160278
Start Date : 1/25/2017
Page No : 4
Counted by: A Anderson
No uturns were observed at the
intersection
Weather: Clear
Appomattox Drive
Southbound
T-Intersection
Westbound
Appomattox Drive
Northbound
Manassas Drive
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0 18 18 27 0 0 27 45
05:15 PM 0 0 0 0 0 0 0 0 0 0 16 16 21 0 0 21 37
05:30 PM 0 0 0 0 0 0 0 0 0 0 17 17 30 0 0 30 47
05:45 PM 0 0 0 0 0 0 0 0 0 0 16 16 28 0 0 28 44
Total Volume 0 0 0 0 0 0 0 0 0 0 67 67 106 0 0 106 173
% App. Total 0 0 0 0 0 0 0 0 100 100 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .931 .931 .883 .000 .000 .883 .920
Cars 0 0 0 0 0 0 0 0 0 0 67 67 104 0 0 104 171
% Cars 0 0 0 0 0 0 0 0 0 0 100 100 98.1 0 0 98.1 98.8
Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
% Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 1.9 0 0 1.9 1.2
Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Appomattox Drive
M
a
n
a
s
s
a
s
D
r
i
v
e
T
-
I
n
t
e
r
s
e
c
t
i
o
n
Appomattox Drive
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Rig
h
t
0 0 0 0
Th
r
u
0 0 0 0
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
0
0
0
0
0
0
0
0
0
0
0
0
Left
67
0
0
67
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
104 67 171
2 0 2
0 0 0
106 173 67
Le
f
t
0 0 0 0
Th
r
u
0 0 0 0
Ri
g
h
t
10
4
2 0
10
6
To
t
a
l
Ou
t
In
67
10
4
17
1
0
2
2
0
0
0
67
17
3
10
6
Peak Hour Begins at 05:00 PM
Cars
Trucks and Buses
Bikes on Road
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 4. Manassas Drive and Shiloh Drive
Site Code : 00160278
Start Date : 1/26/2017
Page No : 1
Counted by:A Anderson
Weather: Clear
Groups Printed- Cars - Buses and Trucks - Bikes on Road - U turns
Shiloh Drive
Southbound
Manassas Drive
Westbound
Shiloh Drive
Northbound
Manassas Drive
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total07:00 AM 1 0 0 0 1 0 30 0 0 30 1 0 2 0 3 0 3 0 0 3 37
07:15 AM 0 0 0 0 0 0 37 0 0 37 0 0 7 0 7 0 4 0 0 4 48
07:30 AM 0 0 0 0 0 0 55 0 0 55 0 0 7 0 7 1 11 0 1 13 75
07:45 AM 0 0 0 0 0 0 32 0 0 32 0 0 6 0 6 1 14 0 0 15 53
Total 1 0 0 0 1 0 154 0 0 154 1 0 22 0 23 2 32 0 1 35 213
08:00 AM 0 0 0 0 0 0 18 0 0 18 0 0 4 0 4 2 18 1 0 21 43
08:15 AM 0 0 0 0 0 0 17 1 0 18 0 0 4 0 4 0 13 0 0 13 35
08:30 AM 1 0 0 0 1 0 16 0 0 16 0 0 7 0 7 4 7 0 0 11 35
08:45 AM 0 0 0 0 0 0 15 1 0 16 0 0 7 0 7 3 8 0 0 11 34
Total 1 0 0 0 1 0 66 2 0 68 0 0 22 0 22 9 46 1 0 56 147
04:00 PM 0 0 1 0 1 0 14 0 0 14 0 0 3 0 3 5 20 0 0 25 43
04:15 PM 0 0 0 0 0 0 20 0 0 20 0 0 2 0 2 7 20 0 0 27 49
04:30 PM 0 0 0 0 0 0 17 0 0 17 0 0 5 0 5 9 19 0 0 28 50
04:45 PM 1 0 0 0 1 0 17 0 1 18 0 0 2 0 2 2 23 1 0 26 47
Total 1 0 1 0 2 0 68 0 1 69 0 0 12 0 12 23 82 1 0 106 189
05:00 PM 0 0 2 0 2 0 17 0 0 17 0 0 2 0 2 12 12 0 0 24 45
05:15 PM 0 0 0 0 0 0 14 0 0 14 0 0 2 0 2 4 30 0 0 34 50
05:30 PM 0 0 0 0 0 0 12 0 0 12 0 0 5 0 5 5 29 0 0 34 51
05:45 PM 0 0 0 0 0 0 10 0 0 10 0 0 4 0 4 2 36 0 0 38 52
Total 0 0 2 0 2 0 53 0 0 53 0 0 13 0 13 23 107 0 0 130 198
Grand Total 3 0 3 0 6 0 341 2 1 344 1 0 69 0 70 57 267 2 1 327 747
Apprch %50 0 50 0 0 99.1 0.6 0.3 1.4 0 98.6 0 17.4 81.7 0.6 0.3
Total %0.4 0 0.4 0 0.8 0 45.6 0.3 0.1 46.1 0.1 0 9.2 0 9.4 7.6 35.7 0.3 0.1 43.8
Cars 3 0 3 0 6 0 338 1 0 339 1 0 69 0 70 57 264 2 0 323 738
% Cars 100 0 100 0 100 0 99.1 50 0 98.5 100 0 100 0 100 100 98.9 100 0 98.8 98.8
Buses and Trucks 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 3 0 0 3 7
% Buses and Trucks 0 0 0 0 0 0 0.9 50 0 1.2 0 0 0 0 0 0 1.1 0 0 0.9 0.9
Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U turns 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 2
% U turns 0 0 0 0 0 0 0 0 100 0.3 0 0 0 0 0 0 0 0 100 0.3 0.3
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 4. Manassas Drive and Shiloh Drive
Site Code : 00160278
Start Date : 1/26/2017
Page No : 2
Shiloh Drive
M
a
n
a
s
s
a
s
D
r
i
v
e
M
a
n
a
s
s
a
s
D
r
i
v
e
Shiloh Drive
Right
3
0
0
0
3
Thru
0
0
0
0
0
Left
3
0
0
0
3
U
turns
0
0
0
0
0
InOut Total
2 6 8
0 0 0
0 0 0
0 0 0
2 8 6
Ri
g
h
t
0 0 0 0 0
Th
r
u 33
8
3 0 0
34
1
Le
f
t
1 1 0 0 2
U
tu
r
n
s
0 0 0 1 1
Ou
t
To
t
a
l
In
26
8
33
9
60
7
3
4
7
0
0
0
0
1
1
27
1
61
5
34
4
Left
69
0
0
0
69
Thru
0
0
0
0
0
Right
1
0
0
0
1
U
turns
0
0
0
0
0
Out TotalIn
58 70 128
1 0 1
0 0 0
0 0 0
59 129 70
Le
f
t
2 0 0 0 2
Th
r
u26
4
3 0 0
26
7
Rig
h
t
57
0 0 0
57
U
tu
r
n
s
0 0 0 1 1
To
t
a
l
Ou
t
In
41
0
32
3
73
3
3
3
6
0
0
0
0
1
1
41
3
74
0
32
7
1/26/2017 07:00 AM
1/26/2017 05:45 PM
Cars
Buses and Trucks
Bikes on Road
U turns
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 4. Manassas Drive and Shiloh Drive
Site Code : 00160278
Start Date : 1/26/2017
Page No : 3
Shiloh Drive
Southbound
Manassas Drive
Westbound
Shiloh Drive
Northbound
Manassas Drive
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 37 0 0 37 0 0 7 0 7 0 4 0 0 4 48
07:30 AM 0 0 0 0 0 0 55 0 0 55 0 0 7 0 7 1 11 0 1 13 75
07:45 AM 0 0 0 0 0 0 32 0 0 32 0 0 6 0 6 1 14 0 0 15 53
08:00 AM 0 0 0 0 0 0 18 0 0 18 0 0 4 0 4 2 18 1 0 21 43
Total Volume 0 0 0 0 0 0 142 0 0 142 0 0 24 0 24 4 47 1 1 53 219
% App. Total 0 0 0 0 0 100 0 0 0 0 100 0 7.5 88.7 1.9 1.9
PHF .000 .000 .000 .000 .000 .000 .645 .000 .000 .645 .000 .000 .857 .000 .857 .500 .653 .250 .250 .631 .730
Cars 0 0 0 0 0 0 142 0 0 142 0 0 24 0 24 4 47 1 0 52 218
% Cars 0 0 0 0 0 0 100 0 0 100 0 0 100 0 100 100 100 100 0 98.1 99.5
Buses and Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Buses and Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
% U turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 1.9 0.5
Shiloh Drive
M
a
n
a
s
s
a
s
D
r
i
v
e
M
a
n
a
s
s
a
s
D
r
i
v
e
Shiloh Drive
Right
0
0
0
0
0
Thru
0
0
0
0
0
Left
0
0
0
0
0
U
turns
0
0
0
0
0
InOut Total
1 0 1
0 0 0
0 0 0
0 0 0
1 1 0
Ri
g
h
t
0 0 0 0 0
Th
r
u
14
2
0 0 0
14
2
Le
f
t
0 0 0 0 0
U
tu
r
n
s
0 0 0 0 0
Ou
t
To
t
a
l
In
47
14
2
18
9
0
0
0
0
0
0
0
0
0
47
18
9
14
2
Left
24
0
0
0
24
Thru
0
0
0
0
0
Right
0
0
0
0
0
U
turns
0
0
0
0
0
Out TotalIn
4 24 28
0 0 0
0 0 0
0 0 0
4 28 24
Le
f
t
1 0 0 0 1
Th
r
u
47
0 0 0
47
Ri
g
h
t
4 0 0 0 4
U
tu
r
n
s
0 0 0 1 1
To
t
a
l
Ou
t
In
16
6
52
21
8
0
0
0
0
0
0
0
1
1
16
6
21
9
53
Peak Hour Begins at 07:15 AM
Cars
Buses and Trucks
Bikes on Road
U turns
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 4. Manassas Drive and Shiloh Drive
Site Code : 00160278
Start Date : 1/26/2017
Page No : 4
Shiloh Drive
Southbound
Manassas Drive
Westbound
Shiloh Drive
Northbound
Manassas Drive
Eastbound
Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 2 0 2 0 17 0 0 17 0 0 2 0 2 12 12 0 0 24 45
05:15 PM 0 0 0 0 0 0 14 0 0 14 0 0 2 0 2 4 30 0 0 34 50
05:30 PM 0 0 0 0 0 0 12 0 0 12 0 0 5 0 5 5 29 0 0 34 51
05:45 PM 0 0 0 0 0 0 10 0 0 10 0 0 4 0 4 2 36 0 0 38 52
Total Volume 0 0 2 0 2 0 53 0 0 53 0 0 13 0 13 23 107 0 0 130 198
% App. Total 0 0 100 0 0 100 0 0 0 0 100 0 17.7 82.3 0 0
PHF .000 .000 .250 .000 .250 .000 .779 .000 .000 .779 .000 .000 .650 .000 .650 .479 .743 .000 .000 .855 .952
Cars 0 0 2 0 2 0 51 0 0 51 0 0 13 0 13 23 106 0 0 129 195
% Cars 0 0 100 0 100 0 96.2 0 0 96.2 0 0 100 0 100 100 99.1 0 0 99.2 98.5
Buses and Trucks 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3
% Buses and Trucks
0 0 0 0 0 0 3.8 0 0 3.8 0 0 0 0 0 0 0.9 0 0 0.8 1.5
Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% U turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Shiloh Drive
M
a
n
a
s
s
a
s
D
r
i
v
e
M
a
n
a
s
s
a
s
D
r
i
v
e
Shiloh Drive
Right
0
0
0
0
0
Thru
0
0
0
0
0
Left
2
0
0
0
2
U
turns
0
0
0
0
0
InOut Total
0 2 2
0 0 0
0 0 0
0 0 0
0 2 2
Rig
h
t
0 0 0 0 0
Th
r
u
51
2 0 0
53
Le
f
t
0 0 0 0 0
U
tu
r
n
s
0 0 0 0 0
Ou
t
To
t
a
l
In
10
8
51
15
9
1
2
3
0
0
0
0
0
0
10
9
16
2
53
Left
13
0
0
0
13
Thru
0
0
0
0
0
Right
0
0
0
0
0
U
turns
0
0
0
0
0
Out TotalIn
23 13 36
0 0 0
0 0 0
0 0 0
23 36 13
Le
f
t
0 0 0 0 0
Th
r
u10
6
1 0 0
10
7
Rig
h
t
23
0 0 0
23
U
tu
r
n
s
0 0 0 0 0
To
t
a
l
Ou
t
In
64
12
9
19
3
2
1
3
0
0
0
0
0
0
66
19
6
13
0
Peak Hour Begins at 05:00 PM
Cars
Buses and Trucks
Bikes on Road
U turns
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 5 Lieutenant Congleton Rd and Tarin Rd East
Site Code : 160278__
Start Date : 1/25/2017
Page No : 1
Counted By: A. Anderson
No uturns were oberseved at the
intersection
Weather: Clear
Groups Printed- Cars - Buses and Trucks - Bikes
T-Intersection
Southbound
Lieutenant Congleton Road
Westbound
Tarin Road
Northbound
Lieutenant Congleton Road
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total07:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 7 0 7 2 1 0 0 3 0 12 12
07:15 AM 0 0 0 0 0 0 1 0 1 1 0 0 11 0 11 1 0 0 1 1 2 13 15
07:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 10 1 10 3 1 0 0 4 1 16 17
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 12 0 13 1 1 0 0 2 0 15 15
Total 0 0 0 0 0 0 5 0 1 5 1 0 40 1 41 7 3 0 1 10 3 56 59
08:00 AM 0 0 0 0 0 0 1 0 1 1 0 0 6 0 6 1 0 0 0 1 1 8 9
08:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 7 1 7 1 0 0 0 1 1 9 10
08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 4 0 4 0 1 0 0 1 0 6 6
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 2 2
Total 0 0 0 0 0 0 3 0 1 3 0 0 18 1 18 3 1 0 0 4 2 25 27
04:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 3 0 3 3 1 0 0 4 0 8 8
04:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 4 0 0 0 4 0 7 7
04:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 2 0 2 5 1 0 0 6 0 10 10
04:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 1 1 1 10 2 0 1 12 2 14 16
Total 0 0 0 0 0 0 4 1 0 5 0 0 8 1 8 22 4 0 1 26 2 39 41
05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 2 2 2 9 1 0 0 10 2 14 16
05:15 PM 0 0 0 0 0 0 1 0 1 1 0 0 3 0 3 5 2 0 2 7 3 11 14
05:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 2 0 2 2 2 0 0 4 0 7 7
05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 0 0 0 2 0 4 4
Total 0 0 0 0 0 0 4 1 1 5 0 0 8 2 8 18 5 0 2 23 5 36 41
Grand Total 0 0 0 0 0 0 16 2 3 18 1 0 74 5 75 50 13 0 4 63 12 156 168
Apprch %0 0 0 0 88.9 11.1 1.3 0 98.7 79.4 20.6 0
Total %0 0 0 0 0 10.3 1.3 11.5 0.6 0 47.4 48.1 32.1 8.3 0 40.4 7.1 92.9
Cars 0 0 0 0 0 15 2 20 1 0 74 80 48 13 0 65 0 0 165
% Cars 0 0 0 0 0 0 93.8 100 100 95.2 100 0 100 100 100 96 100 0 100 97 0 0 98.2
Buses and Trucks
0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2
% Buses and Trucks
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 3 0 0 1.2
Bikes 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
% Bikes 0 0 0 0 0 0 6.2 0 0 4.8 0 0 0 0 0 0 0 0 0 0 0 0 0.6
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 5 Lieutenant Congleton Rd and Tarin Rd East
Site Code : 160278__
Start Date : 1/25/2017
Page No : 2
T-Intersection
L
i
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
L
i
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
Tarin Road
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Rig
h
t
0 0 0 0
Th
r
u
15
0 1
16
Le
f
t
2 0 0 2
Ou
t
To
t
a
l
In
14
17
31
0
0
0
0
1
1
14
32
18
Left
74
0
0
74
Thru
0
0
0
0
Right
1
0
0
1
Out TotalIn
50 75 125
2 0 2
0 0 0
52 127 75
Le
f
t
0 0 0 0
Th
r
u
13
0 0
13
Ri
g
h
t
48
2 0
50
To
t
a
l
Ou
t
In
89
61
15
0
0
2
2
1
0
1
90
15
3
63
1/25/2017 07:00 AM
1/25/2017 05:45 PM
Cars
Buses and Trucks
Bikes
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 5 Lieutenant Congleton Rd and Tarin Rd East
Site Code : 160278__
Start Date : 1/25/2017
Page No : 3
T-Intersection
Southbound
Lieutenant Congleton Road
Westbound
Tarin Road
Northbound
Lieutenant Congleton Road
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 2 0 2 0 0 7 7 2 1 0 3 12
07:15 AM 0 0 0 0 0 1 0 1 0 0 11 11 1 0 0 1 13
07:30 AM 0 0 0 0 0 2 0 2 0 0 10 10 3 1 0 4 16
07:45 AM 0 0 0 0 0 0 0 0 1 0 12 13 1 1 0 2 15
Total Volume 0 0 0 0 0 5 0 5 1 0 40 41 7 3 0 10 56
% App. Total 0 0 0 0 100 0 2.4 0 97.6 70 30 0
PHF .000 .000 .000 .000 .000 .625 .000 .625 .250 .000 .833 .788 .583 .750 .000 .625 .875
Cars 0 0 0 0 0 5 0 5 1 0 40 41 6 3 0 9 55
% Cars 0 0 0 0 0 100 0 100 100 0 100 100 85.7 100 0 90.0 98.2
Buses and Trucks 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
% Buses and Trucks 0 0 0 0 0 0 0 0 0 0 0 0 14.3 0 0 10.0 1.8
Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
T-Intersection
L
i
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
L
i
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
Tarin Road
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Rig
h
t
0 0 0 0
Th
r
u
5 0 0 5
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
4
5
9
0
0
0
0
0
0
4
9
5
Left
40
0
0
40
Thru
0
0
0
0
Right
1
0
0
1
Out TotalIn
6 41 47
1 0 1
0 0 0
7 48 41
Le
f
t
0 0 0 0
Th
r
u
3 0 0 3
Rig
h
t
6 1 0 7
To
t
a
l
Ou
t
In
45
9
54
0
1
1
0
0
0
45
55
10
Peak Hour Begins at 07:00 AM
Cars
Buses and Trucks
Bikes
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 5 Lieutenant Congleton Rd and Tarin Rd East
Site Code : 160278__
Start Date : 1/25/2017
Page No : 4
T-Intersection
Southbound
Lieutenant Congleton Road
Westbound
Tarin Road
Northbound
Lieutenant Congleton Road
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 2 0 2 0 0 2 2 5 1 0 6 10
04:45 PM 0 0 0 0 0 0 1 1 0 0 1 1 10 2 0 12 14
05:00 PM 0 0 0 0 0 2 0 2 0 0 2 2 9 1 0 10 14
05:15 PM 0 0 0 0 0 1 0 1 0 0 3 3 5 2 0 7 11
Total Volume 0 0 0 0 0 5 1 6 0 0 8 8 29 6 0 35 49
% App. Total 0 0 0 0 83.3 16.7 0 0 100 82.9 17.1 0
PHF .000 .000 .000 .000 .000 .625 .250 .750 .000 .000 .667 .667 .725 .750 .000 .729 .875
Cars 0 0 0 0 0 4 1 5 0 0 8 8 29 6 0 35 48
% Cars 0 0 0 0 0 80.0 100 83.3 0 0 100 100 100 100 0 100 98.0
Buses and Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Buses and Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Bikes 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% Bikes 0 0 0 0 0 20.0 0 16.7 0 0 0 0 0 0 0 0 2.0
T-Intersection
L
i
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
L
i
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
Tarin Road
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Ri
g
h
t
0 0 0 0
Th
r
u
4 0 1 5
Le
f
t
1 0 0 1
Ou
t
To
t
a
l
In
6
5
11
0
0
0
0
1
1
6
12
6
Left
8
0
0
8
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
30 8 38
0 0 0
0 0 0
30 38 8
Le
f
t
0 0 0 0
Th
r
u
6 0 0 6
Rig
h
t
29
0 0
29
To
t
a
l
Ou
t
In
12
35
47
0
0
0
1
0
1
13
48
35
Peak Hour Begins at 04:30 PM
Cars
Buses and Trucks
Bikes
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 160278 Kings Highway, between USPS Driveway and Northern Driveway
Site Code : 00160278
Start Date : 9/19/2017
Page No : 1
Counted by: D. Davis
Groups Printed- Cars - Trucks and Buses - Bikes
Southbound
Kings Highway
Westbound Northbound
Kings Highway
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Exclu. Total Inclu. Total Int. Total07:00 AM 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 5 0 0 5 0 17 17
07:15 AM 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 17 0 0 17 0 28 28
07:30 AM 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 15 0 0 15 0 26 26
07:45 AM 0 0 0 0 0 0 49 0 0 49 0 0 0 0 0 0 48 0 1 48 1 97 98
Total 0 0 0 0 0 0 83 0 0 83 0 0 0 0 0 0 85 0 1 85 1 168 169
08:00 AM 0 0 0 0 0 0 111 0 0 111 0 0 0 0 0 0 78 0 0 78 0 189 189
08:15 AM 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 0 24 0 0 24 0 57 57
08:30 AM 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 9 0 0 9 0 27 27
08:45 AM 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 4 0 0 4 0 21 21
Total 0 0 0 0 0 0 179 0 0 179 0 0 0 0 0 0 115 0 0 115 0 294 294
*** BREAK ***
04:00 PM 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 23 0 0 23 0 39 39
04:15 PM 0 0 0 0 0 0 24 0 0 24 0 0 0 0 0 0 10 0 0 10 0 34 34
04:30 PM 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 9 0 0 9 0 30 30
04:45 PM 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 7 0 0 7 0 21 21
Total 0 0 0 0 0 0 75 0 0 75 0 0 0 0 0 0 49 0 0 49 0 124 124
05:00 PM 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 12 0 0 12 0 26 26
05:15 PM 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 10 0 0 10 0 21 21
05:30 PM 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 14 0 1 14 1 41 42
05:45 PM 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 7 0 0 7 0 16 16
Total 0 0 0 0 0 0 61 0 0 61 0 0 0 0 0 0 43 0 1 43 1 104 105
Grand Total 0 0 0 0 0 0 398 0 0 398 0 0 0 0 0 0 292 0 2 292 2 690 692
Apprch %0 0 0 0 100 0 0 0 0 0 100 0
Total %0 0 0 0 0 57.7 0 57.7 0 0 0 0 0 42.3 0 42.3 0.3 99.7
Cars 0 0 0 0 0 398 0 398 0 0 0 0 0 291 0 293 0 0 691
% Cars 0 0 0 0 0 0 100 0 0 100 0 0 0 0 0 0 99.7 0 100 99.7 0 0 99.9
Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1
% Trucks and Buses
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.3 0 0 0.3 0 0 0.1
Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 160278 Kings Highway, between USPS Driveway and Northern Driveway
Site Code : 00160278
Start Date : 9/19/2017
Page No : 2
K
i
n
g
s
H
i
g
h
w
a
y
K
i
n
g
s
H
i
g
h
w
a
y
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Ri
g
h
t
0 0 0 0
Th
r
u
39
8
0 0
39
8
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
29
1
39
8
68
9
1
0
1
0
0
0
29
2
69
0
39
8
Left
0
0
0
0
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
0 0 0
0 0 0
0 0 0
0 0 0
Le
f
t
0 0 0 0
Th
r
u
29
1
1 0
29
2
Rig
h
t
0 0 0 0
To
t
a
l
Ou
t
In
39
8
29
1
68
9
0
1
1
0
0
0
39
8
69
0
29
2
9/19/2017 07:00 AM
9/19/2017 05:45 PM
Cars
Trucks and Buses
Bikes
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 160278 Kings Highway, between USPS Driveway and Northern Driveway
Site Code : 00160278
Start Date : 9/19/2017
Page No : 3
Southbound
Kings Highway
Westbound Northbound
Kings Highway
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 49 0 49 0 0 0 0 0 48 0 48 97
08:00 AM 0 0 0 0 0 111 0 111 0 0 0 0 0 78 0 78 189
08:15 AM 0 0 0 0 0 33 0 33 0 0 0 0 0 24 0 24 57
08:30 AM 0 0 0 0 0 18 0 18 0 0 0 0 0 9 0 9 27
Total Volume 0 0 0 0 0 211 0 211 0 0 0 0 0 159 0 159 370
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .475 .000 .475 .000 .000 .000 .000 .000 .510 .000 .510 .489
Cars 0 0 0 0 0 211 0 211 0 0 0 0 0 159 0 159 370
% Cars 0 0 0 0 0 100 0 100 0 0 0 0 0 100 0 100 100
Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
K
i
n
g
s
H
i
g
h
w
a
y
K
i
n
g
s
H
i
g
h
w
a
y
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Rig
h
t
0 0 0 0
Th
r
u 21
1
0 0
21
1
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
15
9
21
1
37
0
0
0
0
0
0
0
15
9
37
0
21
1
Left
0
0
0
0
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
0 0 0
0 0 0
0 0 0
0 0 0
Le
f
t
0 0 0 0
Th
r
u15
9
0 0
15
9
Rig
h
t
0 0 0 0
To
t
a
l
Ou
t
In
21
1
15
9
37
0
0
0
0
0
0
0
21
1
37
0
15
9
Peak Hour Begins at 07:45 AM
Cars
Trucks and Buses
Bikes
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
File Name : 160278 Kings Highway, between USPS Driveway and Northern Driveway
Site Code : 00160278
Start Date : 9/19/2017
Page No : 4
Southbound
Kings Highway
Westbound Northbound
Kings Highway
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 16 0 16 0 0 0 0 0 23 0 23 39
04:15 PM 0 0 0 0 0 24 0 24 0 0 0 0 0 10 0 10 34
04:30 PM 0 0 0 0 0 21 0 21 0 0 0 0 0 9 0 9 30
04:45 PM 0 0 0 0 0 14 0 14 0 0 0 0 0 7 0 7 21
Total Volume 0 0 0 0 0 75 0 75 0 0 0 0 0 49 0 49 124
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .781 .000 .781 .000 .000 .000 .000 .000 .533 .000 .533 .795
Cars 0 0 0 0 0 75 0 75 0 0 0 0 0 48 0 48 123
% Cars 0 0 0 0 0 100 0 100 0 0 0 0 0 98.0 0 98.0 99.2
Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
% Trucks and Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 2.0 0 2.0 0.8
Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
K
i
n
g
s
H
i
g
h
w
a
y
K
i
n
g
s
H
i
g
h
w
a
y
Right
0
0
0
0
Thru
0
0
0
0
Left
0
0
0
0
InOut Total
0 0 0
0 0 0
0 0 0
0 0 0
Ri
g
h
t
0 0 0 0
Th
r
u
75
0 0
75
Le
f
t
0 0 0 0
Ou
t
To
t
a
l
In
48
75
12
3
1
0
1
0
0
0
49
12
4
75
Left
0
0
0
0
Thru
0
0
0
0
Right
0
0
0
0
Out TotalIn
0 0 0
0 0 0
0 0 0
0 0 0
Le
f
t
0 0 0 0
Th
r
u
48
1 0
49
Rig
h
t
0 0 0 0
To
t
a
l
Ou
t
In
75
48
12
3
0
1
1
0
0
0
75
12
4
49
Peak Hour Begins at 04:00 PM
Cars
Trucks and Buses
Bikes
Peak Hour Data
North
DAVENPORT
305 West 4th Street, Winston Salem NC, 27101
Ph:(336)744-1636
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 1
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
D
a
t
a
St
a
r
t
T
i
m
e
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Th
e
K
i
n
g
s
H
i
g
h
w
a
y
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Carolina Beach Road
So
u
t
h
b
o
u
n
d
We
s
t
b
o
u
n
d
No
r
t
h
b
o
u
n
d
Eastbound
Rig
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
RightThruLeftU-TurnPedsApp.TotalInt. Total
7:
0
0
A
M
5
22
8
14
1
0
24
8
21
0
0
0
0
21
14
39
5
9
1
0
41
9
20000020708
7:
1
5
A
M
3
28
4
24
2
0
31
3
17
0
0
0
0
17
26
53
6
6
0
0
56
8
12000012910
7:
3
0
A
M
6
45
8
25
2
0
49
1
21
0
0
0
0
21
24
55
1
7
0
0
58
2
220000221116
7:
4
5
A
M
10
37
8
42
1
0
43
1
43
0
0
0
0
43
30
45
9
17
0
0
50
6
290000291009
Ho
u
r
l
y
T
o
t
a
l
24
13
4
8
10
5
6
0
14
8
3
10
2
0
0
0
0
10
2
94
19
4
1
39
1
0
20
7
5
830000833743
8:
0
0
A
M
18
32
9
54
0
0
40
1
84
0
0
0
0
84
56
53
5
23
4
0
61
8
8000081111
8:
1
5
A
M
12
25
1
25
2
0
29
0
68
0
0
0
0
68
29
47
1
16
7
0
52
3
12000012893
8:
3
0
A
M
5
23
8
24
2
0
26
9
22
0
0
0
0
22
29
43
4
5
5
0
47
3
900009773
8:
4
5
A
M
11
27
7
20
1
0
30
9
33
0
0
0
0
33
14
36
4
7
4
0
38
9
12000012743
Ho
u
r
l
y
T
o
t
a
l
46
10
9
5
12
3
5
0
12
6
9
20
7
0
0
0
0
20
7
12
8
18
0
4
51
20
0
20
0
3
410000413520
**
*
B
R
E
A
K
*
*
*
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
4:
0
0
P
M
9
44
2
35
3
0
48
9
54
0
0
0
0
54
34
37
8
17
2
0
43
1
22000022996
4:
1
5
P
M
18
43
1
43
2
0
49
4
62
0
1
0
0
63
21
41
6
26
1
0
46
4
290000291050
4:
3
0
P
M
24
44
9
40
1
0
51
4
60
0
0
0
0
60
26
34
8
19
1
0
39
4
25100026994
4:
4
5
P
M
25
47
6
40
1
0
54
2
54
0
0
0
0
54
24
35
5
24
2
0
40
5
240000241025
Ho
u
r
l
y
T
o
t
a
l
76
17
9
8
15
8
7
0
20
3
9
23
0
0
1
0
0
23
1
10
5
14
9
7
86
6
0
16
9
4
10010001014065
5:
0
0
P
M
15
41
9
27
1
0
46
2
54
0
0
0
0
54
21
39
8
23
3
0
44
5
29000029990
5:
1
5
P
M
13
44
2
25
0
0
48
0
54
0
0
0
0
54
33
41
0
24
0
0
46
7
310000311032
5:
3
0
P
M
18
42
1
31
3
0
47
3
54
0
0
0
0
54
13
37
1
32
0
0
41
6
31000031974
5:
4
5
P
M
31
41
1
25
0
0
46
7
48
0
0
0
0
48
24
38
0
24
2
0
43
0
28000028973
Ho
u
r
l
y
T
o
t
a
l
77
16
9
3
10
8
4
0
18
8
2
21
0
0
0
0
0
21
0
91
15
5
9
10
3
5
0
17
5
8
11900001193969
Gr
a
n
d
T
o
t
a
l
22
3
59
3
4
49
4
22
0
66
7
3
74
9
0
1
0
0
75
0
41
8
68
0
1
27
9
32
0
75
3
0
343100034415297
Ap
p
r
o
a
c
h
%
3.
3
88
.
9
7.
4
0.3
-
-
99
.
9
0.0
0.
1
0.0
-
-
5.
6
90
.
3
3.
7
0.4
-
-
99.70.30.00.0---
To
t
a
l
%
1.
5
38
.
8
3.
2
0.1
-
43
.
6
4.
9
0.0
0.
0
0.0
-
4.9
2.
7
44
.
5
1.
8
0.2
-
49
.
2
2.20.00.00.0-2.2-
Li
g
h
t
s
21
9
57
9
2
48
4
21
-
65
1
6
73
4
0
1
0
-
73
5
41
3
66
6
0
27
5
32
-
73
8
0
339100-34014971
%
L
i
g
h
t
s
98
.
2
97
.
6
98
.
0
95
.
5
-
97
.
6
98
.
0
-
10
0
.
0
-
-
98
.
0
98
.
8
97
.
9
98
.
6
10
0
.
0
-
98
.
0
98.8100.0---98.897.9
Ot
h
e
r
V
e
h
i
c
l
e
s
4
14
2
10
1
-
15
7
15
0
0
0
-
15
5
14
1
4
0
-
15
0
4000-4326
%
O
t
h
e
r
V
e
h
i
c
l
e
s
1.
8
2.
4
2.
0
4.5
-
2.4
2.
0
-
0.
0
-
-
2.0
1.
2
2.1
1.
4
0.0
-
2.0
1.20.0---1.22.1
Bic
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
% B
i
c
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Pe
d
e
s
t
r
i
a
n
s
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
%
P
e
d
e
s
t
r
i
a
n
s
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 2
09
/
1
9
/
2
0
1
7
7
:
0
0
A
M
En
d
i
n
g
A
t
09
/
1
9
/
2
0
1
7
6
:
0
0
P
M
Lig
h
t
s
Oth
e
r
V
e
h
i
c
l
e
s
Bic
y
c
l
e
s
o
n
C
r
o
s
s
w
a
l
k
Pe
d
e
s
t
r
i
a
n
s
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
N
]
Ou
t
In
To
t
a
l
74
1
5
65
1
6
13
9
3
1
15
7
15
7
31
4
0
0
0
0
0
0
75
7
2
66
7
3
14
2
4
5
21
9
57
9
2
48
4
21
0
4
14
2
10
1
0
0
0
0
0
0
0
0
0
0
0
22
3
59
3
4
49
4
22
0
R
T
L
U
P
913
0
0
15
898
Out
750
0
0
15
735
In
1663
0
0
30
1633
Total
The Kings Highway [E]
R
749
0
0
15
734
T
0
0
0
0
0
L
1
0
0
0
1
U
0
0
0
0
0
P
0
0
0
0
0
61
6
4
73
8
0
13
5
4
4
14
6
15
0
29
6
0
0
0
0
0
0
63
1
0
75
3
0
13
8
4
0
Ou
t
In
To
t
a
l
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
S
]
U
L
T
R
P
32
27
5
66
6
0
41
3
0
0
4
14
1
5
0
0
0
0
0
0
0
0
0
0
0
32
27
9
68
0
1
41
8
0
Carolina Beach Road [W]
Total
834
12
0
0
846
In
340
4
0
0
344
Out
494
8
0
0
502
0
0
0
0
0
U
0
0
0
0
0
L
1
0
0
0
1
T
339
4
0
0
343
R
0
0
0
0
0
P Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
D
a
t
a
P
l
o
t
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 3
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
(
7
:
1
5
A
M
)
St
a
r
t
T
i
m
e
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Th
e
K
i
n
g
s
H
i
g
h
w
a
y
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Carolina Beach Road
So
u
t
h
b
o
u
n
d
We
s
t
b
o
u
n
d
No
r
t
h
b
o
u
n
d
Eastbound
Rig
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
RightThruLeftU-TurnPedsApp.TotalInt. Total
7:
1
5
A
M
3
28
4
24
2
0
31
3
17
0
0
0
0
17
26
53
6
6
0
0
56
8
12000012910
7:
3
0
A
M
6
45
8
25
2
0
49
1
21
0
0
0
0
21
24
55
1
7
0
0
58
2
220000221116
7:
4
5
A
M
10
37
8
42
1
0
43
1
43
0
0
0
0
43
30
45
9
17
0
0
50
6
290000291009
8:
0
0
A
M
18
32
9
54
0
0
40
1
84
0
0
0
0
84
56
53
5
23
4
0
61
8
8000081111
To
t
a
l
37
14
4
9
14
5
5
0
16
3
6
16
5
0
0
0
0
16
5
13
6
20
8
1
53
4
0
22
7
4
710000714146
Ap
p
r
o
a
c
h
%
2.
3
88
.
6
8.
9
0.3
-
-
10
0
.
0
0.0
0.
0
0.0
-
-
6.
0
91
.
5
2.
3
0.2
-
-
100.00.00.00.0---
To
t
a
l
%
0.
9
34
.
9
3.
5
0.1
-
39
.
5
4.
0
0.0
0.
0
0.0
-
4.0
3.
3
50
.
2
1.
3
0.1
-
54
.
8
1.70.00.00.0-1.7-
PH
F
0.5
1
4
0.
7
9
1
0.6
7
1
0.
6
2
5
-
0.
8
3
3
0.4
9
1
0.
0
0
0
0.0
0
0
0.
0
0
0
-
0.
4
9
1
0.
6
0
7
0.
9
4
4
0.
5
7
6
0.
2
5
0
-
0.
9
2
0
0.6120.0000.0000.000-0.6120.929
Li
g
h
t
s
36
13
9
8
14
5
5
-
15
8
4
16
4
0
0
0
-
16
4
13
6
20
5
0
50
4
-
22
4
0
68000-684056
%
L
i
g
h
t
s
97
.
3
96
.
5
10
0
.
0
10
0
.
0
-
96
.
8
99
.
4
-
-
-
-
99
.
4
10
0
.
0
98
.
5
94
.
3
10
0
.
0
-
98
.
5
95.8----95.897.8
Ot
h
e
r
V
e
h
i
c
l
e
s
1
51
0
0
-
52
1
0
0
0
-
1
0
31
3
0
-
34
3000-390
%
O
t
h
e
r
V
e
h
i
c
l
e
s
2.
7
3.
5
0.
0
0.0
-
3.2
0.
6
-
-
-
-
0.6
0.
0
1.5
5.
7
0.0
-
1.5
4.2----4.22.2
Bic
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
% B
i
c
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Pe
d
e
s
t
r
i
a
n
s
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
%
P
e
d
e
s
t
r
i
a
n
s
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 4
Pe
a
k
H
o
u
r
D
a
t
a
09
/
1
9
/
2
0
1
7
7
:
1
5
A
M
En
d
i
n
g
A
t
09
/
1
9
/
2
0
1
7
8
:
1
5
A
M
Lig
h
t
s
Oth
e
r
V
e
h
i
c
l
e
s
Bic
y
c
l
e
s
o
n
C
r
o
s
s
w
a
l
k
Pe
d
e
s
t
r
i
a
n
s
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
N
]
Ou
t
In
To
t
a
l
22
1
9
15
8
4
38
0
3
32
52
84
0
0
0
0
0
0
22
5
1
16
3
6
38
8
7
36
13
9
8
14
5
5
0
1
51
0
0
0
0
0
0
0
0
0
0
0
0
0
37
14
4
9
14
5
5
0
R
T
L
U
P
281
0
0
0
281
Out
165
0
0
1
164
In
446
0
0
1
445
Total
The Kings Highway [E]
R
165
0
0
1
164
T
0
0
0
0
0
L
0
0
0
0
0
U
0
0
0
0
0
P
0
0
0
0
0
14
7
0
22
4
0
37
1
0
54
34
88
0
0
0
0
0
0
15
2
4
22
7
4
37
9
8
Ou
t
In
To
t
a
l
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
S
]
U
L
T
R
P
4
50
20
5
0
13
6
0
0
3
31
0
0
0
0
0
0
0
0
0
0
0
0
4
53
20
8
1
13
6
0
Carolina Beach Road [W]
Total
154
7
0
0
161
In
68
3
0
0
71
Out
86
4
0
0
90
0
0
0
0
0
U
0
0
0
0
0
L
0
0
0
0
0
T
68
3
0
0
71
R
0
0
0
0
0
P
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
P
l
o
t
(
7
:
1
5
A
M
)
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 5
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
(
4
:
0
0
P
M
)
St
a
r
t
T
i
m
e
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Th
e
K
i
n
g
s
H
i
g
h
w
a
y
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Carolina Beach Road
So
u
t
h
b
o
u
n
d
We
s
t
b
o
u
n
d
No
r
t
h
b
o
u
n
d
Eastbound
Rig
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
RightThruLeftU-TurnPedsApp.TotalInt. Total
4:
0
0
P
M
9
44
2
35
3
0
48
9
54
0
0
0
0
54
34
37
8
17
2
0
43
1
22000022996
4:
1
5
P
M
18
43
1
43
2
0
49
4
62
0
1
0
0
63
21
41
6
26
1
0
46
4
290000291050
4:
3
0
P
M
24
44
9
40
1
0
51
4
60
0
0
0
0
60
26
34
8
19
1
0
39
4
25100026994
4:
4
5
P
M
25
47
6
40
1
0
54
2
54
0
0
0
0
54
24
35
5
24
2
0
40
5
240000241025
To
t
a
l
76
17
9
8
15
8
7
0
20
3
9
23
0
0
1
0
0
23
1
10
5
14
9
7
86
6
0
16
9
4
10010001014065
Ap
p
r
o
a
c
h
%
3.
7
88
.
2
7.
7
0.3
-
-
99
.
6
0.0
0.
4
0.0
-
-
6.
2
88
.
4
5.
1
0.4
-
-
99.01.00.00.0---
To
t
a
l
%
1.
9
44
.
2
3.
9
0.2
-
50
.
2
5.
7
0.0
0.
0
0.0
-
5.7
2.
6
36
.
8
2.
1
0.1
-
41
.
7
2.50.00.00.0-2.5-
PH
F
0.7
6
0
0.
9
4
4
0.9
1
9
0.
5
8
3
-
0.
9
4
0
0.9
2
7
0.
0
0
0
0.2
5
0
0.
0
0
0
-
0.
9
1
7
0.
7
7
2
0.
9
0
0
0.
8
2
7
0.
7
5
0
-
0.
9
1
3
0.8620.2500.0000.000-0.8710.968
Li
g
h
t
s
75
17
7
8
15
5
6
-
20
1
4
22
7
0
1
0
-
22
8
10
4
14
5
4
86
6
-
16
5
0
100100-1013993
%
L
i
g
h
t
s
98
.
7
98
.
9
98
.
1
85
.
7
-
98
.
8
98
.
7
-
10
0
.
0
-
-
98
.
7
99
.
0
97
.
1
10
0
.
0
10
0
.
0
-
97
.
4
100.0100.0---100.098.2
Ot
h
e
r
V
e
h
i
c
l
e
s
1
20
3
1
-
25
3
0
0
0
-
3
1
43
0
0
-
44
0000-072
%
O
t
h
e
r
V
e
h
i
c
l
e
s
1.
3
1.
1
1.
9
14
.
3
-
1.2
1.
3
-
0.
0
-
-
1.3
1.
0
2.9
0.
0
0.0
-
2.6
0.00.0---0.01.8
Bic
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
% B
i
c
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Pe
d
e
s
t
r
i
a
n
s
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
%
P
e
d
e
s
t
r
i
a
n
s
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 6
Pe
a
k
H
o
u
r
D
a
t
a
09
/
1
9
/
2
0
1
7
4
:
0
0
P
M
En
d
i
n
g
A
t
09
/
1
9
/
2
0
1
7
5
:
0
0
P
M
Lig
h
t
s
Oth
e
r
V
e
h
i
c
l
e
s
Bic
y
c
l
e
s
o
n
C
r
o
s
s
w
a
l
k
Pe
d
e
s
t
r
i
a
n
s
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
N
]
Ou
t
In
To
t
a
l
16
8
7
20
1
4
37
0
1
47
25
72
0
0
0
0
0
0
17
3
4
20
3
9
37
7
3
75
17
7
8
15
5
6
0
1
20
3
1
0
0
0
0
0
0
0
0
0
0
0
76
17
9
8
15
8
7
0
R
T
L
U
P
264
0
0
4
260
Out
231
0
0
3
228
In
495
0
0
7
488
Total
The Kings Highway [E]
R
230
0
0
3
227
T
0
0
0
0
0
L
1
0
0
0
1
U
0
0
0
0
0
P
0
0
0
0
0
18
8
5
16
5
0
35
3
5
20
44
64
0
0
0
0
0
0
19
0
5
16
9
4
35
9
9
Ou
t
In
To
t
a
l
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
S
]
U
L
T
R
P
6
86
14
5
4
10
4
0
0
0
43
1
0
0
0
0
0
0
0
0
0
0
0
6
86
14
9
7
10
5
0
Carolina Beach Road [W]
Total
262
1
0
0
263
In
101
0
0
0
101
Out
161
1
0
0
162
0
0
0
0
0
U
0
0
0
0
0
L
1
0
0
0
1
T
100
0
0
0
100
R
0
0
0
0
0
P
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
P
l
o
t
(
4
:
0
0
P
M
)
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 US 421 (Carolina BeachRoad) at Kings HighwaySite Code: 160278Start Date: 09/19/2017Page No: 7
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 1
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
D
a
t
a
St
a
r
t
T
i
m
e
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Dr
i
v
e
w
a
y
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
T-Intersection
So
u
t
h
b
o
u
n
d
We
s
t
b
o
u
n
d
No
r
t
h
b
o
u
n
d
Eastbound
Rig
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
RightThruLeftU-TurnPedsApp.TotalInt. Total
7:
0
0
A
M
0
25
4
0
0
0
25
4
0
0
0
0
0
0
0
39
9
0
6
0
40
5
000000659
7:
1
5
A
M
0
37
3
0
0
0
37
3
0
0
0
0
0
0
0
51
7
0
19
0
53
6
000000909
7:
3
0
A
M
0
40
7
0
0
0
40
7
0
0
0
0
0
0
0
58
9
0
18
0
60
7
0000001014
7:
4
5
A
M
0
46
3
0
0
0
46
3
0
0
0
0
0
0
0
52
4
0
19
0
54
3
0000001006
Ho
u
r
l
y
T
o
t
a
l
0
14
9
7
0
0
0
14
9
7
0
0
0
0
0
0
0
20
2
9
0
62
0
20
9
1
0000003588
8:
0
0
A
M
0
41
5
0
0
0
41
5
0
0
0
0
0
0
0
57
0
0
32
0
60
2
0000001017
8:
1
5
A
M
0
31
1
0
0
0
31
1
0
0
0
0
0
0
0
55
9
0
35
0
59
4
000000905
8:
3
0
A
M
0
29
4
0
0
0
29
4
1
0
0
0
1
1
0
44
8
0
15
0
46
3
000000758
8:
4
5
A
M
0
31
0
0
0
0
31
0
0
0
0
0
0
0
0
40
6
0
27
0
43
3
000000743
Ho
u
r
l
y
T
o
t
a
l
0
13
3
0
0
0
0
13
3
0
1
0
0
0
1
1
0
19
8
3
0
10
9
0
20
9
2
0000003423
**
*
B
R
E
A
K
*
*
*
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
4:
0
0
P
M
0
47
4
0
0
0
47
4
2
0
0
0
0
2
0
20
2
0
15
0
21
7
000000693
4:
1
5
P
M
0
54
1
0
0
0
54
1
3
0
0
0
0
3
3
24
1
0
11
0
25
5
000000799
4:
3
0
P
M
0
51
9
0
0
0
51
9
0
0
0
0
0
0
1
28
8
0
28
0
31
7
000000836
4:
4
5
P
M
0
54
5
0
0
0
54
5
2
0
0
0
0
2
1
27
3
0
22
0
29
6
000000843
Ho
u
r
l
y
T
o
t
a
l
0
20
7
9
0
0
0
20
7
9
7
0
0
0
0
7
5
10
0
4
0
76
0
10
8
5
0000003171
5:
0
0
P
M
0
57
6
0
0
0
57
6
2
0
0
0
0
2
2
30
4
0
20
0
32
6
000000904
5:
1
5
P
M
0
62
4
0
0
0
62
4
2
0
0
0
0
2
1
43
2
0
36
0
46
9
0000001095
5:
3
0
P
M
0
61
0
0
0
0
61
0
5
0
0
1
0
6
4
36
1
0
34
0
39
9
0000001015
5:
4
5
P
M
0
57
7
0
0
0
57
7
3
0
0
0
0
3
2
34
2
0
35
0
37
9
000000959
Ho
u
r
l
y
T
o
t
a
l
0
23
8
7
0
0
0
23
8
7
12
0
0
1
0
13
9
14
3
9
0
12
5
0
15
7
3
0000003973
Gr
a
n
d
T
o
t
a
l
0
72
9
3
0
0
0
72
9
3
20
0
0
1
1
21
14
64
5
5
0
37
2
0
68
4
1
00000014155
Ap
p
r
o
a
c
h
%
0.
0
10
0
.
0
0.
0
0.0
-
-
95
.
2
0.0
0.
0
4.8
-
-
0.
2
94
.
4
0.
0
5.4
-
-
NaNNaNNaNNaN---
To
t
a
l
%
0.
0
51
.
5
0.
0
0.0
-
51
.
5
0.
1
0.0
0.
0
0.0
-
0.1
0.
1
45
.
6
0.
0
2.6
-
48
.
3
0.00.00.00.0-0.0-
Li
g
h
t
s
0
71
5
4
0
0
-
71
5
4
19
0
0
1
-
20
14
63
1
3
0
36
9
-
66
9
6
0000-013870
%
L
i
g
h
t
s
-
98
.
1
-
-
-
98
.
1
95
.
0
-
-
10
0
.
0
-
95
.
2
10
0
.
0
97
.
8
-
99
.
2
-
97
.
9
------98.0
Ot
h
e
r
V
e
h
i
c
l
e
s
0
13
9
0
0
-
13
9
1
0
0
0
-
1
0
14
2
0
3
-
14
5
0000-0285
%
O
t
h
e
r
V
e
h
i
c
l
e
s
-
1.
9
-
-
-
1.9
5.
0
-
-
0.0
-
4.8
0.
0
2.2
-
0.8
-
2.1
------2.0
Bic
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
% B
i
c
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
-
-
-
-
-
-
0.
0
-
-
-
-
-
-
-
-------
Pe
d
e
s
t
r
i
a
n
s
-
-
-
-
0
-
-
-
-
-
1
-
-
-
-
-
0
-
----0--
%
P
e
d
e
s
t
r
i
a
n
s
-
-
-
-
-
-
-
-
-
-
10
0
.
0
-
-
-
-
-
-
-
-------
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 2
10
/
0
3
/
2
0
1
7
7
:
0
0
A
M
En
d
i
n
g
A
t
10
/
0
3
/
2
0
1
7
6
:
0
0
P
M
Lig
h
t
s
Oth
e
r
V
e
h
i
c
l
e
s
Bic
y
c
l
e
s
o
n
C
r
o
s
s
w
a
l
k
Pe
d
e
s
t
r
i
a
n
s
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
N
]
Ou
t
In
To
t
a
l
63
3
2
71
5
4
13
4
8
6
14
3
13
9
28
2
0
0
0
0
0
0
64
7
5
72
9
3
13
7
6
8
0
71
5
4
0
0
0
0
13
9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
72
9
3
0
0
0
R
T
L
U
P
15
0
0
0
15
Out
21
0
0
1
20
In
36
0
0
1
35
Total
Driveway [E]
R
20
0
0
1
19
T
0
0
0
0
0
L
0
0
0
0
0
U
1
0
0
0
1
P
1
1
0
0
0
75
2
3
66
9
6
14
2
1
9
14
2
14
5
28
7
0
0
0
0
0
0
76
6
5
68
4
1
14
5
0
6
Ou
t
In
To
t
a
l
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
S
]
U
L
T
R
P
36
9
0
63
1
3
14
0
3
0
14
2
0
0
0
0
0
0
0
0
0
0
0
0
37
2
0
64
5
5
14
0
T-Intersection [W]
Total
0
0
0
0
0
In
0
0
0
0
0
Out
0
0
0
0
0
0
0
0
0
0
U
0
0
0
0
0
L
0
0
0
0
0
T
0
0
0
0
0
R
0
0
0
0
0
P Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
D
a
t
a
P
l
o
t
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 3
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
(
7
:
1
5
A
M
)
St
a
r
t
T
i
m
e
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Dr
i
v
e
w
a
y
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
T-Intersection
So
u
t
h
b
o
u
n
d
We
s
t
b
o
u
n
d
No
r
t
h
b
o
u
n
d
Eastbound
Rig
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
RightThruLeftU-TurnPedsApp.TotalInt. Total
7:
1
5
A
M
0
37
3
0
0
0
37
3
0
0
0
0
0
0
0
51
7
0
19
0
53
6
000000909
7:
3
0
A
M
0
40
7
0
0
0
40
7
0
0
0
0
0
0
0
58
9
0
18
0
60
7
0000001014
7:
4
5
A
M
0
46
3
0
0
0
46
3
0
0
0
0
0
0
0
52
4
0
19
0
54
3
0000001006
8:
0
0
A
M
0
41
5
0
0
0
41
5
0
0
0
0
0
0
0
57
0
0
32
0
60
2
0000001017
To
t
a
l
0
16
5
8
0
0
0
16
5
8
0
0
0
0
0
0
0
22
0
0
0
88
0
22
8
8
0000003946
Ap
p
r
o
a
c
h
%
0.
0
10
0
.
0
0.
0
0.0
-
-
Na
N
Na
N
Na
N
Na
N
-
-
0.
0
96
.
2
0.
0
3.8
-
-
NaNNaNNaNNaN---
To
t
a
l
%
0.
0
42
.
0
0.
0
0.0
-
42
.
0
0.
0
0.0
0.
0
0.0
-
0.0
0.
0
55
.
8
0.
0
2.2
-
58
.
0
0.00.00.00.0-0.0-
PH
F
0.0
0
0
0.
8
9
5
0.0
0
0
0.
0
0
0
-
0.
8
9
5
0.0
0
0
0.
0
0
0
0.0
0
0
0.
0
0
0
-
0.
0
0
0
0.
0
0
0
0.
9
3
4
0.
0
0
0
0.
6
8
8
-
0.
9
4
2
0.0000.0000.0000.000-0.0000.970
Li
g
h
t
s
0
16
1
5
0
0
-
16
1
5
0
0
0
0
-
0
0
21
5
9
0
87
-
22
4
6
0000-03861
%
L
i
g
h
t
s
-
97
.
4
-
-
-
97
.
4
-
-
-
-
-
-
-
98
.
1
-
98
.
9
-
98
.
2
------97.8
Ot
h
e
r
V
e
h
i
c
l
e
s
0
43
0
0
-
43
0
0
0
0
-
0
0
41
0
1
-
42
0000-085
%
O
t
h
e
r
V
e
h
i
c
l
e
s
-
2.
6
-
-
-
2.6
-
-
-
-
-
-
-
1.9
-
1.1
-
1.8
------2.2
Bic
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
% B
i
c
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Pe
d
e
s
t
r
i
a
n
s
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
%
P
e
d
e
s
t
r
i
a
n
s
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 4
Pe
a
k
H
o
u
r
D
a
t
a
10
/
0
3
/
2
0
1
7
7
:
1
5
A
M
En
d
i
n
g
A
t
10
/
0
3
/
2
0
1
7
8
:
1
5
A
M
Lig
h
t
s
Oth
e
r
V
e
h
i
c
l
e
s
Bic
y
c
l
e
s
o
n
C
r
o
s
s
w
a
l
k
Pe
d
e
s
t
r
i
a
n
s
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
N
]
Ou
t
In
To
t
a
l
21
5
9
16
1
5
37
7
4
41
43
84
0
0
0
0
0
0
22
0
0
16
5
8
38
5
8
0
16
1
5
0
0
0
0
43
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
5
8
0
0
0
R
T
L
U
P
0
0
0
0
0
Out
0
0
0
0
0
In
0
0
0
0
0
Total
Driveway [E]
R
0
0
0
0
0
T
0
0
0
0
0
L
0
0
0
0
0
U
0
0
0
0
0
P
0
0
0
0
0
17
0
2
22
4
6
39
4
8
44
42
86
0
0
0
0
0
0
17
4
6
22
8
8
40
3
4
Ou
t
In
To
t
a
l
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
S
]
U
L
T
R
P
87
0
21
5
9
0
0
1
0
41
0
0
0
0
0
0
0
0
0
0
0
0
88
0
22
0
0
0
0
T-Intersection [W]
Total
0
0
0
0
0
In
0
0
0
0
0
Out
0
0
0
0
0
0
0
0
0
0
U
0
0
0
0
0
L
0
0
0
0
0
T
0
0
0
0
0
R
0
0
0
0
0
P
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
P
l
o
t
(
7
:
1
5
A
M
)
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 5
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
(
5
:
0
0
P
M
)
St
a
r
t
T
i
m
e
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
Dr
i
v
e
w
a
y
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
T-Intersection
So
u
t
h
b
o
u
n
d
We
s
t
b
o
u
n
d
No
r
t
h
b
o
u
n
d
Eastbound
Rig
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
Ri
g
h
t
Th
r
u
Le
f
t
U-
T
u
r
n
Pe
d
s
Ap
p
.
To
t
a
l
RightThruLeftU-TurnPedsApp.TotalInt. Total
5:
0
0
P
M
0
57
6
0
0
0
57
6
2
0
0
0
0
2
2
30
4
0
20
0
32
6
000000904
5:
1
5
P
M
0
62
4
0
0
0
62
4
2
0
0
0
0
2
1
43
2
0
36
0
46
9
0000001095
5:
3
0
P
M
0
61
0
0
0
0
61
0
5
0
0
1
0
6
4
36
1
0
34
0
39
9
0000001015
5:
4
5
P
M
0
57
7
0
0
0
57
7
3
0
0
0
0
3
2
34
2
0
35
0
37
9
000000959
To
t
a
l
0
23
8
7
0
0
0
23
8
7
12
0
0
1
0
13
9
14
3
9
0
12
5
0
15
7
3
0000003973
Ap
p
r
o
a
c
h
%
0.
0
10
0
.
0
0.
0
0.0
-
-
92
.
3
0.0
0.
0
7.7
-
-
0.
6
91
.
5
0.
0
7.9
-
-
NaNNaNNaNNaN---
To
t
a
l
%
0.
0
60
.
1
0.
0
0.0
-
60
.
1
0.
3
0.0
0.
0
0.0
-
0.3
0.
2
36
.
2
0.
0
3.1
-
39
.
6
0.00.00.00.0-0.0-
PH
F
0.0
0
0
0.
9
5
6
0.0
0
0
0.
0
0
0
-
0.
9
5
6
0.6
0
0
0.
0
0
0
0.0
0
0
0.
2
5
0
-
0.
5
4
2
0.
5
6
3
0.
8
3
3
0.
0
0
0
0.
8
6
8
-
0.
8
3
8
0.0000.0000.0000.000-0.0000.907
Li
g
h
t
s
0
23
6
8
0
0
-
23
6
8
12
0
0
1
-
13
9
14
1
4
0
12
5
-
15
4
8
0000-03929
%
L
i
g
h
t
s
-
99
.
2
-
-
-
99
.
2
10
0
.
0
-
-
10
0
.
0
-
10
0
.
0
10
0
.
0
98
.
3
-
10
0
.
0
-
98
.
4
------98.9
Ot
h
e
r
V
e
h
i
c
l
e
s
0
19
0
0
-
19
0
0
0
0
-
0
0
25
0
0
-
25
0000-044
%
O
t
h
e
r
V
e
h
i
c
l
e
s
-
0.
8
-
-
-
0.8
0.
0
-
-
0.0
-
0.0
0.
0
1.7
-
0.0
-
1.6
------1.1
Bic
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
% B
i
c
y
c
l
e
s
o
n
Cr
o
s
s
w
a
l
k
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Pe
d
e
s
t
r
i
a
n
s
-
-
-
-
0
-
-
-
-
-
0
-
-
-
-
-
0
-
----0--
%
P
e
d
e
s
t
r
i
a
n
s
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-------
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 6
Pe
a
k
H
o
u
r
D
a
t
a
10
/
0
3
/
2
0
1
7
5
:
0
0
P
M
En
d
i
n
g
A
t
10
/
0
3
/
2
0
1
7
6
:
0
0
P
M
Lig
h
t
s
Oth
e
r
V
e
h
i
c
l
e
s
Bic
y
c
l
e
s
o
n
C
r
o
s
s
w
a
l
k
Pe
d
e
s
t
r
i
a
n
s
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
N
]
Ou
t
In
To
t
a
l
14
2
6
23
6
8
37
9
4
25
19
44
0
0
0
0
0
0
14
5
1
23
8
7
38
3
8
0
23
6
8
0
0
0
0
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
8
7
0
0
0
R
T
L
U
P
10
0
0
0
10
Out
13
0
0
0
13
In
23
0
0
0
23
Total
Driveway [E]
R
12
0
0
0
12
T
0
0
0
0
0
L
0
0
0
0
0
U
1
0
0
0
1
P
0
0
0
0
0
24
9
3
15
4
8
40
4
1
19
25
44
0
0
0
0
0
0
25
1
2
15
7
3
40
8
5
Ou
t
In
To
t
a
l
Ca
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
[
S
]
U
L
T
R
P
12
5
0
14
1
4
9
0
0
0
25
0
0
0
0
0
0
0
0
0
0
0
0
12
5
0
14
3
9
9
0
T-Intersection [W]
Total
0
0
0
0
0
In
0
0
0
0
0
Out
0
0
0
0
0
0
0
0
0
0
U
0
0
0
0
0
L
0
0
0
0
0
T
0
0
0
0
0
R
0
0
0
0
0
P
Tu
r
n
i
n
g
M
o
v
e
m
e
n
t
P
e
a
k
H
o
u
r
D
a
t
a
P
l
o
t
(
5
:
0
0
P
M
)
Jo
h
n
D
a
v
e
n
p
o
r
t
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
30
5
W
e
s
t
F
o
u
r
t
h
S
t
r
e
e
t
Su
i
t
e
2
A
Win
s
t
o
n
S
a
l
e
m
,
N
o
r
t
h
C
a
r
o
l
i
n
a
,
U
n
i
t
e
d
S
t
a
t
e
s
2
7
1
0
1
(3
3
6
)
7
4
4
-
1
6
3
6
M
B
a
d
a
r
i
n
a
t
h
@
d
a
v
e
n
p
o
r
t
w
o
r
l
d
.
c
o
m
Count Name: 160278 U-turn north of US 421and Kings HighwaySite Code: 160278Start Date: 10/03/2017Page No: 7
10
0
10
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
Pe
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
EB
T
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
EB
R
7
1
7
1
7
2
7
2
7
3
7
3
E
B
R
1
0
0
1
0
0
1
0
1
1
0
1
1
0
3
1
0
3
WB
L
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
1
6
5
1
6
5
1
6
7
1
6
7
1
7
0
2
4
5
4
1
5
W
B
R
2
3
0
2
3
0
2
3
2
2
3
2
2
3
7
1
4
9
3
8
6
NB
L
5
7
5
7
5
8
5
8
5
9
5
9
N
B
L
9
2
9
2
9
3
9
3
9
5
9
5
NB
T
2
0
8
1
2
0
8
1
2
5
2
1
2
6
9
0
2
2
1
6
2
1
6
9
5
7
2
2
2
5
N
B
T
1
4
9
7
1
4
9
7
3
0
1
5
4
2
5
9
1
6
0
1
1
5
7
2
3
4
1
6
0
6
NB
R
1
3
6
1
3
6
1
3
7
1
3
7
1
4
0
6
1
4
6
N
B
R
1
0
5
1
0
5
1
0
6
1
0
6
1
0
8
2
0
1
2
8
SB
L
1
5
0
1
5
0
1
5
2
1
5
2
1
5
5
6
8
2
2
3
S
B
L
1
6
5
1
6
5
1
6
7
1
6
7
1
7
0
2
4
1
4
1
1
SB
T
1
4
4
9
1
4
4
9
1
5
1
4
7
8
3
0
1
5
0
8
1
5
0
8
3
6
1
5
4
3
S
B
T
1
7
9
8
1
7
9
8
3
6
1
8
5
2
1
0
1
1
9
5
4
1
8
8
9
7
2
1
9
6
0
SB
R
3
7
3
7
3
7
3
7
3
8
3
8
S
B
R
7
6
7
6
7
7
7
7
7
8
7
8
NB
U
0
0
0
0
0
0
N
B
U
0
0
0
0
0
0
SB
U
0
0
0
0
0
0
S
B
U
0
0
0
0
0
0
To
t
a
l
4
1
4
6
0
4
1
4
6
3
9
4
2
2
7
1
2
0
4
3
4
7
4
3
1
1
0
0
4
1
2
4
7
2
2
T
o
t
a
l
4
0
6
3
0
4
0
6
3
6
6
4
1
7
0
1
6
1
4
3
3
0
4
2
5
2
0
0
5
1
5
4
7
6
8
20
0
20
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
Pe
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
5
0
2
5
0
2
2
5
5
3
2
5
3
2
5
4
2
6
5
4
8
5
4
2
E
B
L
3
3
0
3
3
0
1
0
3
4
3
6
4
3
6
4
4
3
2
0
4
6
3
4
4
3
EB
T
0
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
0
EB
R
1
3
9
1
3
9
6
1
4
6
2
1
4
8
1
4
9
1
4
9
6
1
5
5
E
B
R
8
5
8
5
7
9
3
7
9
9
9
4
9
4
2
0
1
1
4
WB
L
0
0
0
0
0
0
W
B
L
2
2
2
2
2
2
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
1
1
1
1
1
1
1
W
B
R
1
1
1
1
1
3
1
NB
L
1
2
2
1
2
2
3
1
2
7
6
1
3
3
1
2
9
1
2
9
1
9
1
4
8
N
B
L
8
2
8
2
1
4
9
7
4
1
0
1
9
9
9
9
1
1
1
1
0
NB
T
1
4
5
3
1
4
5
3
1
4
6
8
9
0
1
5
5
8
1
4
9
7
1
0
0
1
5
9
7
6
2
1
5
5
9
N
B
T
1
2
0
2
1
2
0
2
-
2
7
1
1
8
7
5
9
1
2
4
6
1
2
1
1
7
7
1
2
8
9
5
4
1
2
6
6
NB
R
0
0
0
0
0
0
0
N
B
R
1
1
1
1
1
1
1
SB
L
3
3
3
3
3
3
3
S
B
L
0
0
0
0
0
0
0
SB
T
1
1
9
2
1
1
9
2
1
2
0
4
3
0
1
2
3
4
1
2
2
8
6
1
1
2
8
9
3
6
1
2
6
4
S
B
T
1
9
4
5
1
9
4
5
4
0
2
0
0
4
1
0
1
2
1
0
6
2
0
4
4
1
0
3
2
1
4
7
7
2
2
1
1
6
SB
R
3
3
9
3
3
9
1
5
3
5
7
3
5
7
3
6
4
1
9
3
8
3
3
6
4
S
B
R
3
2
2
3
2
2
4
2
3
6
8
3
6
8
3
7
4
1
1
3
8
6
3
7
4
NB
U
1
3
1
3
1
3
2
4
3
7
1
3
3
8
5
1
5
7
7
0
N
B
U
1
1
1
1
1
1
1
6
2
7
1
1
2
3
3
4
3
4
4
6
SB
U
1
7
1
7
1
7
1
7
1
8
6
3
8
0
1
8
S
B
U
2
0
2
0
2
0
2
0
2
1
2
2
1
2
4
1
2
1
To
t
a
l
3
7
8
1
0
3
7
8
1
4
8
3
8
6
7
1
5
2
4
0
1
9
3
9
4
4
2
8
5
4
2
2
9
1
7
9
4
1
2
3
T
o
t
a
l
4
0
0
1
0
4
0
0
1
1
7
9
4
2
2
0
1
8
7
4
4
0
7
4
3
0
1
4
5
5
4
7
5
7
1
9
2
4
4
9
3
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
K
i
n
g
s
H
i
g
h
w
a
y
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
K
i
n
g
s
H
i
g
h
w
a
y
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
S
a
n
d
e
r
s
R
o
a
d
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
S
a
n
d
e
r
s
R
o
a
d
30
0
30
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
Pe
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
0
EB
T
0
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
0
EB
R
1
8
1
8
1
8
1
8
1
9
1
9
1
9
E
B
R
3
7
3
7
5
4
2
4
2
4
3
4
3
4
3
WB
L
0
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
0
WB
R
1
6
3
1
6
3
1
6
5
1
2
0
2
8
5
1
6
8
1
3
2
3
0
0
1
3
2
3
0
0
W
B
R
7
5
7
5
6
8
2
7
9
1
6
1
8
3
8
0
1
6
3
8
0
1
6
3
NB
L
4
5
4
5
4
5
4
5
4
6
4
6
4
6
N
B
L
6
6
6
6
6
4
1
3
1
1
3
1
1
3
2
1
3
2
1
3
2
NB
T
1
7
4
9
1
7
4
9
3
1
7
7
0
1
7
7
0
1
8
0
5
6
1
8
1
1
6
1
8
1
1
N
B
T
1
1
1
4
1
1
1
4
-
1
9
1
1
0
7
1
1
0
7
1
1
2
9
2
0
1
1
4
9
2
0
1
1
4
9
NB
R
1
8
1
8
1
8
8
2
6
1
9
1
7
3
6
1
7
3
6
N
B
R
3
0
3
0
3
0
2
7
5
7
3
1
6
0
9
1
6
0
9
1
SB
L
5
2
5
2
5
3
3
2
8
5
5
4
2
3
7
6
2
3
7
6
S
B
L
1
2
3
1
2
3
6
1
3
0
1
0
8
2
3
8
1
3
3
8
0
2
1
3
8
0
2
1
3
SB
T
1
3
3
4
1
3
3
4
6
1
3
5
3
2
4
1
3
7
7
1
3
8
0
7
5
1
4
5
5
7
5
1
4
5
5
S
B
T
1
8
3
3
1
8
3
3
3
8
1
8
8
9
1
6
1
9
0
5
1
9
2
6
4
6
1
9
7
2
4
6
1
9
7
2
SB
R
1
1
1
1
1
1
1
1
1
1
1
1
1
1
S
B
R
3
2
3
2
3
2
3
2
3
3
3
3
3
3
NB
U
0
0
0
0
0
0
0
N
B
U
0
0
0
0
0
0
0
SB
U
1
9
1
9
1
9
1
9
2
0
2
0
2
0
S
B
U
2
3
2
3
2
3
2
3
2
4
2
4
2
4
To
t
a
l
3
4
0
9
0
3
4
0
9
9
3
4
5
2
1
8
4
3
6
3
6
3
5
2
1
2
5
3
3
7
7
4
2
5
3
3
7
7
4
T
o
t
a
l
3
3
3
3
0
3
3
3
3
1
0
0
3
4
6
7
2
3
0
3
6
9
6
3
5
3
4
2
8
6
3
8
2
1
2
8
6
3
8
2
1
40
0
40
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
Pe
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
1
1
1
1
1
1
1
1
2
1
1
1
2
E
B
L
0
0
0
0
0
4
0
4
0
4
0
4
0
EB
T
4
7
4
7
4
7
4
0
8
7
4
8
2
9
7
7
2
9
7
7
E
B
T
1
0
7
1
0
7
1
0
8
1
3
5
2
4
3
1
1
0
1
0
0
2
1
0
1
0
0
2
1
0
EB
R
4
4
4
4
4
4
4
E
B
R
2
3
2
3
2
3
2
3
2
4
2
4
2
4
WB
L
0
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
0
WB
T
1
4
2
1
4
2
1
4
3
1
2
0
2
6
3
1
4
6
9
4
2
4
1
9
4
2
4
1
W
B
T
5
3
5
3
5
4
7
9
1
3
3
5
5
5
7
1
1
2
5
7
1
1
2
WB
R
0
0
0
0
0
0
0
W
B
R
0
0
0
0
0
0
0
NB
L
2
4
2
4
2
4
2
4
2
5
2
5
2
5
N
B
L
1
3
1
3
1
3
1
3
1
3
1
3
1
3
NB
T
0
0
0
0
0
0
0
N
B
T
0
0
0
0
0
0
0
NB
R
0
0
0
0
0
0
0
N
B
R
0
0
0
0
0
0
0
SB
L
0
0
0
0
0
0
0
S
B
L
2
2
2
2
2
2
2
SB
T
0
0
0
0
0
0
0
S
B
T
0
0
0
0
0
0
0
SB
R
0
0
0
0
0
3
8
3
8
3
8
3
8
S
B
R
0
0
0
0
0
2
3
2
3
2
3
2
3
EB
U
0
0
0
0
0
0
0
E
B
U
0
0
0
0
0
0
0
WB
U
0
0
0
0
0
0
0
W
B
U
0
0
0
0
0
0
0
To
t
a
l
2
1
8
0
2
1
8
0
2
2
0
1
6
0
3
8
0
2
2
5
1
7
2
3
9
6
1
7
2
3
9
6
T
o
t
a
l
1
9
8
0
1
9
8
0
2
0
0
2
1
4
4
1
4
2
0
4
2
2
1
4
2
4
2
2
1
4
2
4
Ma
n
a
s
s
a
s
D
r
i
v
e
a
t
S
h
i
l
o
h
D
r
i
v
e
Ma
n
a
s
s
a
s
D
r
i
v
e
a
t
S
h
i
l
o
h
D
r
i
v
e
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
M
a
n
a
s
s
a
s
D
r
i
v
e
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
M
a
n
a
s
s
a
s
D
r
i
v
e
50
0
50
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
3
8
3
8
0
2
3
2
3
2
3
2
3
E
B
L
0
0
0
1
2
8
1
2
8
0
8
0
8
0
8
0
8
0
EB
T
0
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
0
EB
R
5
5
5
5
5
6
2
5
8
5
7
6
6
2
6
6
2
E
B
R
1
0
6
1
0
6
1
0
7
7
1
1
4
1
0
9
2
0
1
2
9
2
0
1
2
9
WB
L
0
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
0
WB
R
0
0
0
0
0
0
0
W
B
R
0
0
0
0
0
0
0
NB
L
1
8
8
1
8
8
1
9
0
6
1
9
6
1
9
4
1
9
2
1
3
1
9
2
1
3
N
B
L
6
7
6
7
6
8
4
7
2
6
9
1
1
8
0
1
1
8
0
NB
T
0
0
0
0
0
0
0
N
B
T
0
0
0
0
0
0
0
NB
R
0
0
0
0
0
0
0
N
B
R
0
0
0
0
0
0
0
SB
L
0
0
0
0
0
0
0
S
B
L
0
0
0
0
0
0
0
SB
T
0
0
0
0
0
0
0
S
B
T
0
0
0
0
0
0
0
SB
R
0
0
0
1
1
4
1
1
4
0
7
5
7
5
7
5
7
5
S
B
R
0
0
0
7
5
7
5
0
4
6
4
6
4
6
4
6
EB
U
0
0
0
0
0
0
0
E
B
U
0
0
0
0
0
0
0
WB
U
0
0
0
0
0
0
0
W
B
U
0
0
0
0
0
0
0
To
t
a
l
2
4
3
0
2
4
3
0
2
4
5
1
6
0
4
0
5
2
5
0
1
2
3
3
7
3
1
2
3
3
7
3
T
o
t
a
l
1
7
3
0
1
7
3
0
1
7
5
2
1
4
3
8
9
1
7
8
1
5
8
3
3
6
1
5
8
3
3
6
60
0
60
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
2
2
0
6
6
6
6
E
B
L
0
0
0
7
7
0
2
0
2
0
2
0
2
0
EB
T
3
3
3
3
3
3
3
E
B
T
6
6
6
6
6
6
6
EB
R
7
7
7
7
7
7
7
E
B
R
2
9
2
9
2
9
2
9
3
0
3
0
3
0
WB
L
0
0
0
0
0
0
0
W
B
L
1
1
1
1
1
1
1
WB
T
5
5
5
5
5
5
5
W
B
T
5
5
5
5
5
5
5
WB
R
0
0
0
0
0
0
0
W
B
R
0
0
0
0
0
0
0
NB
L
4
0
4
0
4
0
4
0
4
1
4
1
4
1
N
B
L
8
8
8
8
8
8
8
NB
T
0
0
0
0
0
0
0
N
B
T
0
0
0
0
0
0
0
NB
R
1
1
1
1
1
1
1
N
B
R
0
0
0
0
0
0
0
SB
L
0
0
0
0
0
0
0
S
B
L
0
0
0
0
0
0
0
SB
T
0
0
0
0
0
0
0
S
B
T
0
0
0
0
0
0
0
SB
R
0
0
0
6
6
0
1
9
1
9
1
9
1
9
S
B
R
0
0
0
4
4
0
1
1
1
1
1
1
1
1
EB
U
0
0
0
0
0
0
0
E
B
U
0
0
0
0
0
0
0
WB
U
0
0
0
0
0
0
0
W
B
U
0
0
0
0
0
0
0
To
t
a
l
5
6
0
5
6
0
5
6
8
6
5
5
8
2
5
8
2
2
5
8
2
T
o
t
a
l
4
9
0
4
9
0
4
9
1
1
6
0
5
0
3
2
8
2
3
2
8
2
70
0
70
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
EB
T
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
EB
R
0
0
0
0
0
0
E
B
R
0
0
0
0
0
0
WB
L
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
0
0
0
0
0
0
W
B
R
0
0
0
0
0
0
NB
U
8
8
8
8
8
9
8
9
9
1
1
9
1
1
0
N
B
U
1
2
5
1
2
5
1
2
6
1
2
6
1
2
9
1
1
1
4
0
NB
T
2
2
0
0
2
2
0
0
2
5
2
2
4
7
9
0
2
3
3
7
2
2
9
1
2
8
3
2
5
7
4
N
B
T
1
4
3
9
1
4
3
9
3
0
1
4
8
3
5
9
1
5
4
2
1
5
1
2
1
7
2
1
6
8
4
NB
R
0
0
0
0
0
0
N
B
R
0
0
0
0
0
0
SB
L
0
0
0
0
0
0
S
B
L
0
0
0
0
0
0
SB
T
1
6
5
8
1
6
5
8
1
5
1
6
8
9
3
0
1
7
1
9
1
7
2
3
8
6
1
8
0
8
S
B
T
2
3
8
7
2
3
8
7
3
6
2
4
4
7
1
0
1
2
5
4
9
2
4
9
6
3
0
1
2
7
9
6
SB
R
0
0
0
0
0
0
S
B
R
0
0
0
0
0
0
EB
U
0
0
0
0
0
0
E
B
U
0
0
0
0
0
0
WB
U
0
0
0
0
0
0
W
B
U
0
0
0
0
0
0
To
t
a
l
3
9
4
6
0
3
9
4
6
3
9
4
0
2
5
1
2
0
4
1
4
5
4
1
0
5
0
0
3
8
7
4
4
9
2
T
o
t
a
l
3
9
5
1
0
3
9
5
1
6
6
4
0
5
7
1
6
1
4
2
1
7
4
1
3
7
0
0
4
8
4
4
6
2
1
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
U
-
T
u
r
n
n
o
r
t
h
o
f
K
i
n
g
s
H
i
g
h
w
a
y
Li
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
a
t
T
a
r
i
n
R
o
a
d
Ma
n
a
s
s
a
s
D
r
i
v
e
a
t
A
p
p
o
m
a
t
t
o
x
D
r
i
v
e
Ma
n
a
s
s
a
s
D
r
i
v
e
a
t
A
p
p
o
m
a
t
t
o
x
D
r
i
v
e
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
U
-
T
u
r
n
n
o
r
t
h
o
f
K
i
n
g
s
H
i
g
h
w
a
y
Li
e
u
t
e
n
a
n
t
C
o
n
g
l
e
t
o
n
R
o
a
d
a
t
T
a
r
i
n
R
o
a
d
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
d
)
a
t
U
-
T
u
r
n
A
u
t
u
m
n
C
a
r
e
N
u
r
s
i
n
g
H
o
m
e
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
d
)
a
t
U
-
T
u
r
n
A
u
t
u
m
n
C
a
r
e
N
u
r
s
i
n
g
H
o
m
e
EB
T
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
EB
R
0
0
0
0
0
0
E
B
R
0
0
0
0
0
0
WB
L
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
6
6
6
6
6
6
W
B
R
3
7
3
7
3
7
3
7
3
8
3
8
NB
L
0
0
0
0
0
0
N
B
L
0
0
0
0
0
0
NB
T
1
9
6
4
1
9
6
4
1
9
8
4
9
0
2
0
7
4
2
0
2
4
2
8
3
2
3
0
6
N
B
T
1
5
3
9
1
5
3
9
1
5
5
4
5
9
1
6
1
4
1
5
8
6
1
7
2
1
7
5
7
NB
R
8
8
8
8
8
8
N
B
R
5
5
5
5
5
5
SB
L
1
6
1
6
1
6
1
6
1
6
1
6
S
B
L
1
0
1
0
1
0
1
0
1
0
1
0
SB
T
1
5
4
9
1
5
4
9
1
5
6
4
3
0
1
5
9
4
1
5
9
6
8
6
1
6
8
1
S
B
T
2
2
7
1
2
2
7
1
2
2
9
4
1
0
1
2
3
9
5
2
3
4
0
3
0
1
2
6
4
1
SB
R
0
0
0
0
0
0
S
B
R
0
0
0
0
0
0
NB
U
1
1
1
1
1
5
7
5
8
N
B
U
9
9
9
9
9
3
4
4
4
SB
U
1
0
1
0
1
0
1
0
1
0
1
0
S
B
U
1
0
1
0
1
0
1
0
1
0
1
0
To
t
a
l
3
5
5
4
0
3
5
5
4
0
3
5
9
0
1
2
0
3
7
1
0
3
6
6
2
4
2
5
4
0
8
6
0
0
T
o
t
a
l
3
8
8
1
0
3
8
8
1
0
3
9
2
0
1
6
1
4
0
8
0
3
9
9
9
5
0
7
4
5
0
5
0
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
E
B
L
0
0
0
0
0
EB
T
1
5
9
1
5
9
1
6
1
1
6
1
1
6
4
1
6
4
E
B
T
4
9
4
9
4
9
4
9
5
0
5
0
EB
R
0
0
0
0
7
4
7
4
E
B
R
0
0
0
0
2
6
1
2
6
1
WB
L
0
0
0
0
0
W
B
L
0
0
0
0
0
WB
T
2
1
1
2
1
1
2
1
3
2
1
3
2
1
7
2
1
7
W
B
T
7
5
7
5
7
6
7
6
7
7
7
7
WB
R
0
0
0
0
0
W
B
R
0
0
0
0
0
NB
L
0
0
0
0
2
4
5
2
4
5
N
B
L
0
0
0
0
1
4
9
1
4
9
NB
T
0
0
0
0
0
N
B
T
0
0
0
0
0
NB
R
0
0
0
0
0
N
B
R
0
0
0
0
0
SB
L
0
0
0
0
0
S
B
L
0
0
0
0
0
SB
T
0
0
0
0
0
S
B
T
0
0
0
0
0
SB
R
0
0
0
0
0
S
B
R
0
0
0
0
0
EB
U
0
0
0
0
0
E
B
U
0
0
0
0
0
WB
U
0
0
0
0
0
W
B
U
0
0
0
0
0
To
t
a
l
3
7
0
0
3
7
0
0
3
7
4
0
3
7
4
3
8
1
0
0
3
1
9
7
0
0
T
o
t
a
l
1
2
4
0
1
2
4
0
1
2
5
0
1
2
5
1
2
8
0
0
4
1
0
5
3
7
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
P
h
a
s
e
2a
F
u
t
u
r
e
Bu
i
l
d
20
2
0
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
1
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
1
Fu
t
u
r
e
Bu
i
l
d
Ph
a
s
e
2
b
Sc
e
n
a
r
i
o
2
Tr
i
p
s
20
2
0
P
h
a
s
e
2b
Sc
e
n
a
r
i
o
2
Fu
t
u
r
e
Bu
i
l
d
PM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
v
e
d
De
v
e
l
o
p
m
e
n
t
20
1
8
Fu
t
u
r
e
N
o
Bu
i
l
d
Ph
a
s
e
2
a
Tr
i
p
s
20
1
8
Ph
a
s
e
2
a
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
E
B
L
0
0
0
0
0
EB
T
0
0
0
0
0
E
B
T
0
0
0
0
0
EB
R
0
0
0
0
0
E
B
R
0
0
0
0
0
WB
L
0
0
0
0
0
W
B
L
0
0
0
0
0
WB
T
0
0
0
0
0
W
B
T
0
0
0
0
0
WB
R
0
0
0
0
2
4
5
2
4
5
W
B
R
0
0
0
0
1
4
9
1
4
9
NB
L
0
0
0
0
0
N
B
L
0
0
0
0
0
NB
T
0
0
0
2
0
5
7
9
4
2
1
5
2
N
B
T
0
0
0
1
6
7
6
5
7
1
7
3
3
NB
R
0
0
0
0
7
4
7
4
N
B
R
0
0
0
0
2
6
1
2
6
1
SB
L
0
0
0
0
0
S
B
L
0
0
0
0
0
SB
T
0
0
0
1
6
1
3
1
4
2
1
7
5
5
S
B
T
0
0
0
2
4
3
9
3
3
5
2
7
7
4
SB
R
0
0
0
0
0
S
B
R
0
0
0
0
0
EB
U
0
0
0
0
0
E
B
U
0
0
0
0
0
WB
U
0
0
0
0
0
W
B
U
0
0
0
0
0
To
t
a
l
0
0
0
0
0
0
0
3
6
7
0
5
5
5
4
2
2
5
0
0
T
o
t
a
l
0
0
0
0
0
0
0
4
1
1
4
8
0
2
4
9
1
6
0
0
Kin
g
s
H
i
g
h
w
a
y
a
t
S
i
t
e
A
c
c
e
s
s
Ki
n
g
s
H
i
g
h
w
a
y
a
t
S
i
t
e
A
c
c
e
s
s
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
S
i
t
e
A
c
c
e
s
s
US
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
a
t
S
i
t
e
A
c
c
e
s
s
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 83
Queuing and Blocking Reports
Queuing and Blocking Report
AM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSB
Directions ServedL
Maximum Queue (ft)154
Average Queue (ft)44
95th Queue (ft)133
Link Distance (ft)101
Upstream Blk Time (%)8
Queuing Penalty (veh)28
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)36
Average Queue (ft)1
95th Queue (ft)12
Link Distance (ft)74
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNB
Directions ServedL
Maximum Queue (ft)28
Average Queue (ft)1
95th Queue (ft)9
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)52
Average Queue (ft)20
95th Queue (ft)46
Link Distance (ft)1119
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)13612518217813246953250023931436112
Average Queue (ft)50178754461121262911897941
95th Queue (ft)92581571381042833151761972382425
Link Distance (ft)485150719411941508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)1012
Queuing Penalty (veh)0003
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)4008942759713824625614378358344
Average Queue (ft)3514461961064107109513413435
95th Queue (ft)4396763924512621121314301301136
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)16661112
Queuing Penalty (veh)63259242
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNB
Directions ServedLTRR
Maximum Queue (ft)8532319
Average Queue (ft)681221
95th Queue (ft)1062506
Link Distance (ft)3390850
Upstream Blk Time (%)75
Queuing Penalty (veh)53
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWB
Directions ServedRT
Maximum Queue (ft)5467
Average Queue (ft)1725
95th Queue (ft)4153
Link Distance (ft)29220
Upstream Blk Time (%)16
Queuing Penalty (veh)7
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)2110
95th Queue (ft)4433
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7326
Average Queue (ft)363
95th Queue (ft)5918
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)20
95th Queue (ft)44
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7311211729
Average Queue (ft)3845413
95th Queue (ft)631009918
Link Distance (ft)19687687687
Upstream Blk Time (%)21
Queuing Penalty (veh)18
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)5294
Average Queue (ft)1222
95th Queue (ft)3664
Link Distance (ft)321
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 476
Queuing and Blocking Report
AM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSB
Directions ServedL
Maximum Queue (ft)27
Average Queue (ft)3
95th Queue (ft)17
Link Distance (ft)101
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)38
Average Queue (ft)1
95th Queue (ft)12
Link Distance (ft)74
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNB
Directions ServedL
Maximum Queue (ft)34
Average Queue (ft)2
95th Queue (ft)13
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)11166160147973754285933733031636
Average Queue (ft)391210161441191389138911043
95th Queue (ft)8140159125922773103527622325416
Link Distance (ft)485150719591959508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)001
Queuing Penalty (veh)002
Queuing and Blocking Report
AM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)40010232752914323223813256357350
Average Queue (ft)3284991715409194312513435
95th Queue (ft)4488803822110219719212246269151
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)21688111
Queuing Penalty (veh)812662384
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWB
Directions ServedLTR
Maximum Queue (ft)8578
Average Queue (ft)4427
95th Queue (ft)8955
Link Distance (ft)33908
Upstream Blk Time (%)30
Queuing Penalty (veh)15
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWB
Directions ServedRT
Maximum Queue (ft)28108
Average Queue (ft)1628
95th Queue (ft)3872
Link Distance (ft)29220
Upstream Blk Time (%)15
Queuing Penalty (veh)7
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)257431
Average Queue (ft)1197
95th Queue (ft)84928
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)5025
Average Queue (ft)326
95th Queue (ft)5023
Link Distance (ft)263140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7310811529
Average Queue (ft)3852375
95th Queue (ft)731099722
Link Distance (ft)19687687687
Upstream Blk Time (%)25
Queuing Penalty (veh)22
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)3070
Average Queue (ft)823
95th Queue (ft)2954
Link Distance (ft)281
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 438
Queuing and Blocking Report
AM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSB
Directions ServedLT
Maximum Queue (ft)4729
Average Queue (ft)21
95th Queue (ft)1810
Link Distance (ft)101101
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)28
Average Queue (ft)1
95th Queue (ft)9
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)80
Average Queue (ft)23
95th Queue (ft)66
Link Distance (ft)74
Upstream Blk Time (%)1
Queuing Penalty (veh)9
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNB
Directions ServedTT
Maximum Queue (ft)153123
Average Queue (ft)2519
95th Queue (ft)9476
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)53
Average Queue (ft)29
95th Queue (ft)50
Link Distance (ft)1119
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1114220318711839538410722728332833
Average Queue (ft)36121086536144144221291041152
95th Queue (ft)7835177154932962936921221924412
Link Distance (ft)485150719481948508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)00012
Queuing Penalty (veh)00002
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)40010232754945245041543445446350
Average Queue (ft)33051318113339185199816216350
95th Queue (ft)4439193823547135436926325319190
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)2065012150
Queuing Penalty (veh)8526902540
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8522914711028
Average Queue (ft)428386713
95th Queue (ft)7515013311917
Link Distance (ft)33908505050
Upstream Blk Time (%)371312
Queuing Penalty (veh)267672
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)697211212228
Average Queue (ft)203327322
95th Queue (ft)5166789013
Link Distance (ft)29220616161
Upstream Blk Time (%)3111
Queuing Penalty (veh)1446
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3153
Average Queue (ft)2412
95th Queue (ft)4441
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)8626
Average Queue (ft)384
95th Queue (ft)6720
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)19
95th Queue (ft)44
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7316124131
Average Queue (ft)6378734
95th Queue (ft)8514015321
Link Distance (ft)19687687687
Upstream Blk Time (%)56
Queuing Penalty (veh)50
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursin Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)5295
Average Queue (ft)721
95th Queue (ft)3158
Link Distance (ft)330
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 671
Queuing and Blocking Report
AM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
MovementNBNBSBSB
Directions ServedTTRR
Maximum Queue (ft)82080832108
Average Queue (ft)14013416
95th Queue (ft)6065961142
Link Distance (ft)708708716716
Upstream Blk Time (%)87
Queuing Penalty (veh)8375
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBB25B12B12
Directions ServedLTTT
Maximum Queue (ft)196316346348
Average Queue (ft)85693737
95th Queue (ft)211249198200
Link Distance (ft)101224291291
Upstream Blk Time (%)351711
Queuing Penalty (veh)132831110
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)48
Average Queue (ft)4
95th Queue (ft)22
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)80
Average Queue (ft)13
95th Queue (ft)59
Link Distance (ft)74
Upstream Blk Time (%)3
Queuing Penalty (veh)23
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)17318314
Average Queue (ft)16744
95th Queue (ft)8187161
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)54
Average Queue (ft)25
95th Queue (ft)52
Link Distance (ft)1123
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)154124157149893103213629229025412
Average Queue (ft)5418865735107126513488943
95th Queue (ft)11462142125832532801924721521312
Link Distance (ft)485150719431943508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)4002
Queuing Penalty (veh)2002
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)4006782752962574671972394454347
Average Queue (ft)31238117954762861861315814530
95th Queue (ft)4345513752063072150742311301135
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)170
Queuing Penalty (veh)1792
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)6562401112
Queuing Penalty (veh)262341871243
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)12268512911028
Average Queue (ft)79303106875
95th Queue (ft)10851312712621
Link Distance (ft)33908505050
Upstream Blk Time (%)682319
Queuing Penalty (veh)71140115
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSB
Directions ServedRTTT
Maximum Queue (ft)71729491
Average Queue (ft)21352327
95th Queue (ft)53676766
Link Distance (ft)292206161
Upstream Blk Time (%)3311
Queuing Penalty (veh)1523
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)163131
Average Queue (ft)12213
95th Queue (ft)54437
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7053
Average Queue (ft)3928
95th Queue (ft)6244
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5530
Average Queue (ft)2812
95th Queue (ft)5035
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7314311428
Average Queue (ft)4761415
95th Queue (ft)831209921
Link Distance (ft)19687687687
Upstream Blk Time (%)57
Queuing Penalty (veh)50
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)3072
Average Queue (ft)517
95th Queue (ft)2248
Link Distance (ft)239
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1490
Queuing and Blocking Report
AM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSB
Directions ServedL
Maximum Queue (ft)49
Average Queue (ft)6
95th Queue (ft)28
Link Distance (ft)101
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)70
Average Queue (ft)5
95th Queue (ft)29
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)80
Average Queue (ft)18
95th Queue (ft)69
Link Distance (ft)74
Upstream Blk Time (%)4
Queuing Penalty (veh)35
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)3813592
Average Queue (ft)13011
95th Queue (ft)138348
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)68
Average Queue (ft)29
95th Queue (ft)53
Link Distance (ft)1123
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1156716215012331033610224225427012
Average Queue (ft)4811102583810411615116951022
95th Queue (ft)903915813091235267622022252289
Link Distance (ft)485150719431943508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)001
Queuing Penalty (veh)001
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)40096827570340323337324430469350
Average Queue (ft)34655118491331721762719218858
95th Queue (ft)45889138435253340342126370377224
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)186715171
Queuing Penalty (veh)772753604
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8557612911052
Average Queue (ft)5932599757
95th Queue (ft)9452913312329
Link Distance (ft)33908505050
Upstream Blk Time (%)4115130
Queuing Penalty (veh)4389771
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)50729010729
Average Queue (ft)173229351
95th Queue (ft)4363788510
Link Distance (ft)29220616161
Upstream Blk Time (%)3111
Queuing Penalty (veh)1447
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5054
Average Queue (ft)2114
95th Queue (ft)4643
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7352
Average Queue (ft)3835
95th Queue (ft)6153
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)6831
Average Queue (ft)268
95th Queue (ft)5230
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)9013212131
Average Queue (ft)5463474
95th Queue (ft)8712910720
Link Distance (ft)19687687687
Upstream Blk Time (%)53
Queuing Penalty (veh)48
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)312252
Average Queue (ft)6118
95th Queue (ft)25748
Link Distance (ft)239
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 738
Queuing and Blocking Report
AM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
MovementNBNB
Directions ServedTT
Maximum Queue (ft)838808
Average Queue (ft)303300
95th Queue (ft)868867
Link Distance (ft)708708
Upstream Blk Time (%)1010
Queuing Penalty (veh)98100
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSB
Directions ServedLT
Maximum Queue (ft)10832
Average Queue (ft)71
95th Queue (ft)4511
Link Distance (ft)101101
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)58
Average Queue (ft)13
95th Queue (ft)48
Link Distance (ft)74
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)19251188
Average Queue (ft)16646
95th Queue (ft)8196145
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)5631
Average Queue (ft)282
95th Queue (ft)4915
Link Distance (ft)1119268
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1321122211801303583973934728829712
Average Queue (ft)40211096449133139101401021172
95th Queue (ft)91581811551042913163225124625010
Link Distance (ft)485150719471947508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)200002
Queuing Penalty (veh)100003
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)40010232755062576877596425386350
Average Queue (ft)336515216125034864792520419639
95th Queue (ft)4588913923776994796970359347148
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)0255
Queuing Penalty (veh)024851
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)216455417190
Queuing Penalty (veh)8926741363691
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8528914614350
Average Queue (ft)49111100845
95th Queue (ft)8823614013625
Link Distance (ft)33908505050
Upstream Blk Time (%)4222180
Queuing Penalty (veh)311371092
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSB
Directions ServedRTTT
Maximum Queue (ft)6973114121
Average Queue (ft)19373432
95th Queue (ft)52739597
Link Distance (ft)292206161
Upstream Blk Time (%)3022
Queuing Penalty (veh)1478
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5331
Average Queue (ft)2312
95th Queue (ft)4936
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)9826
Average Queue (ft)397
95th Queue (ft)6626
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)56
Average Queue (ft)26
95th Queue (ft)47
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)731167728
Average Queue (ft)5061324
95th Queue (ft)831167620
Link Distance (ft)19687687687
Upstream Blk Time (%)52
Queuing Penalty (veh)47
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)532451
Average Queue (ft)11117
95th Queue (ft)37841
Link Distance (ft)285
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1704
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25B12B12
Directions ServedL TTTTT
Maximum Queue (ft)1724791286313308
Average Queue (ft)3935341818
95th Queue (ft)1412137170133131
Link Distance (ft)101101101224291291
Upstream Blk Time (%)18 0800
Queuing Penalty (veh)6904101
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)17158150
Average Queue (ft)13714
95th Queue (ft)611464
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)56
Average Queue (ft)32
95th Queue (ft)47
Link Distance (ft)1123
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)400102427529287427417321393392322
Average Queue (ft)31947217911351901979222519480
95th Queue (ft)45381436511253334351236389372264
Link Distance (ft)1008310716716322322
Upstream Blk Time (%)1 0210
Queuing Penalty (veh)0020110
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)1157620190
Queuing Penalty (veh)452413716712
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8530711011050
Average Queue (ft)62189997810
95th Queue (ft)9629012712334
Link Distance (ft)33908505050
Upstream Blk Time (%)5816120
Queuing Penalty (veh)55100713
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)697212213327
Average Queue (ft)253351512
95th Queue (ft)566211911214
Link Distance (ft)29220616161
Upstream Blk Time (%)2433
Queuing Penalty (veh)111513
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)267854
Average Queue (ft)32117
95th Queue (ft)155348
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)5151
Average Queue (ft)3526
95th Queue (ft)5437
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementWBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)305531
Average Queue (ft)12920
95th Queue (ft)104443
Link Distance (ft)502466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)307352
Average Queue (ft)63123
95th Queue (ft)266253
Link Distance (ft)240
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 900: US 421 & Site Access
MovementWBNBSBSB
Directions ServedRTRTT
Maximum Queue (ft)40843133114
Average Queue (ft)239174
95th Queue (ft)374144937
Link Distance (ft)465322290290
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 822
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSB
Directions ServedLT
Maximum Queue (ft)17026
Average Queue (ft)171
95th Queue (ft)839
Link Distance (ft)101101
Upstream Blk Time (%)5
Queuing Penalty (veh)20
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)40148155
Average Queue (ft)34322
95th Queue (ft)1911284
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)7231
Average Queue (ft)342
95th Queue (ft)5715
Link Distance (ft)1123269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)40083627529332310370320355327321
Average Queue (ft)31242920741632001985623020360
95th Queue (ft)43271638919286347351151361332194
Link Distance (ft)1008310716716321321
Upstream Blk Time (%)0100
Queuing Penalty (veh)01010
Storage Bay Dist (ft)300200550425100
Storage Blk Time (%)105501211
Queuing Penalty (veh)4123401798
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)10945715812828
Average Queue (ft)58338104812
95th Queue (ft)9545213212514
Link Distance (ft)33908505050
Upstream Blk Time (%)521713
Queuing Penalty (veh)5010783
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)487711312227
Average Queue (ft)123330452
95th Queue (ft)36727710413
Link Distance (ft)29220616161
Upstream Blk Time (%)2912
Queuing Penalty (veh)13510
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)24285279
Average Queue (ft)212123
95th Queue (ft)1195056
Link Distance (ft)908271413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7351
Average Queue (ft)4029
95th Queue (ft)6550
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)6831
Average Queue (ft)2719
95th Queue (ft)5143
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)317551
Average Queue (ft)33322
95th Queue (ft)187249
Link Distance (ft)240
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 900: US 421 & Site Access
MovementWB
Directions ServedR
Maximum Queue (ft)484
Average Queue (ft)452
95th Queue (ft)512
Link Distance (ft)450
Upstream Blk Time (%)77
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 662
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSB
Directions ServedLT
Maximum Queue (ft)11425
Average Queue (ft)181
95th Queue (ft)748
Link Distance (ft)101101
Upstream Blk Time (%)5
Queuing Penalty (veh)19
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)160
Average Queue (ft)7
95th Queue (ft)57
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)79
Average Queue (ft)19
95th Queue (ft)64
Link Distance (ft)74
Upstream Blk Time (%)3
Queuing Penalty (veh)24
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)1813093
Average Queue (ft)14215
95th Queue (ft)610462
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)5531
Average Queue (ft)332
95th Queue (ft)5414
Link Distance (ft)1123269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)115464953001067528408134837840861
Average Queue (ft)425212173362863042417018120510
95th Queue (ft)8622368273815525756727033337241
Link Distance (ft)48581319461946508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)3158512
Queuing Penalty (veh)13217318
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)4006182752937828535536433471350
Average Queue (ft)3213962316175136143816316247
95th Queue (ft)4325343872328525526525334367188
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)56011140
Queuing Penalty (veh)232562492
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8572612611029
Average Queue (ft)53439102788
95th Queue (ft)9572813612728
Link Distance (ft)33908505050
Upstream Blk Time (%)431712
Queuing Penalty (veh)4110276
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSB
Directions ServedRTTT
Maximum Queue (ft)677294122
Average Queue (ft)16282936
95th Queue (ft)45578697
Link Distance (ft)292206161
Upstream Blk Time (%)2311
Queuing Penalty (veh)1066
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)277255
Average Queue (ft)22425
95th Queue (ft)126052
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7774
Average Queue (ft)4228
95th Queue (ft)6552
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5551
Average Queue (ft)3020
95th Queue (ft)4946
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7328727230
Average Queue (ft)5886665
95th Queue (ft)8218616722
Link Distance (ft)19687687687
Upstream Blk Time (%)58
Queuing Penalty (veh)64
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 1000: Site Access & Kings Highway
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)29114
Average Queue (ft)163
95th Queue (ft)997
Link Distance (ft)614341
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 751
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)701013235
Average Queue (ft)3321
95th Queue (ft)24331512
Link Distance (ft)101101101224
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBSB
Directions ServedRT
Maximum Queue (ft)4875
Average Queue (ft)42
95th Queue (ft)2425
Link Distance (ft)50874
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)82
Average Queue (ft)41
95th Queue (ft)92
Link Distance (ft)74
Upstream Blk Time (%)8
Queuing Penalty (veh)68
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)18128139
Average Queue (ft)15017
95th Queue (ft)911171
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)5431
Average Queue (ft)241
95th Queue (ft)4710
Link Distance (ft)1123269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)93114429374131619101450030852242836
Average Queue (ft)391721419539295347531771931963
95th Queue (ft)86563443179754172725327940036815
Link Distance (ft)48581319461946508508508
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)100300325250600
Storage Blk Time (%)00206110
Queuing Penalty (veh)00513150
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)4008232752648844042855327320344
Average Queue (ft)34245720012281491471318516653
95th Queue (ft)4506893891039335335643339321184
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)1363016172
Queuing Penalty (veh)57269136113
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8573013412869
Average Queue (ft)57469107798
95th Queue (ft)9179412813234
Link Distance (ft)33908505050
Upstream Blk Time (%)4418140
Queuing Penalty (veh)42112861
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)717212212125
Average Queue (ft)183635461
95th Queue (ft)5270891058
Link Distance (ft)29220616161
Upstream Blk Time (%)3022
Queuing Penalty (veh)14911
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)277255
Average Queue (ft)21826
95th Queue (ft)134954
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7369
Average Queue (ft)4428
95th Queue (ft)6849
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM 2020 Phase 2b Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5531
Average Queue (ft)2613
95th Queue (ft)4736
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7325524228
Average Queue (ft)6690615
95th Queue (ft)9018515023
Link Distance (ft)19687687687
Upstream Blk Time (%)62
Queuing Penalty (veh)68
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 1000: Site Access & Kings Highway
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)31134
Average Queue (ft)172
95th Queue (ft)10116
Link Distance (ft)614341
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 842
Queuing and Blocking Report
PM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSB
Directions ServedL
Maximum Queue (ft)68
Average Queue (ft)7
95th Queue (ft)36
Link Distance (ft)101
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBSB
Directions ServedRT
Maximum Queue (ft)2862
Average Queue (ft)12
95th Queue (ft)920
Link Distance (ft)50874
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)82
Average Queue (ft)26
95th Queue (ft)67
Link Distance (ft)74
Upstream Blk Time (%)2
Queuing Penalty (veh)11
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNB
Directions ServedL
Maximum Queue (ft)96
Average Queue (ft)8
95th Queue (ft)40
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)11
95th Queue (ft)35
Link Distance (ft)1119
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)2101251781822143323216129543444156
Average Queue (ft)65201158081133128101351111369
95th Queue (ft)141711701551542432443424328830432
Link Distance (ft)485150719481948508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)60001
Queuing Penalty (veh)30001
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSBB4
Directions ServedLLTRLTRULTTRULTTRT
Maximum Queue (ft)40010232755113523420332459665535017
Average Queue (ft)335521177948717315208214561
95th Queue (ft)462914388341061691641104584802496
Link Distance (ft)1008310716716669669716
Upstream Blk Time (%)10
Queuing Penalty (veh)00
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)3480212130
Queuing Penalty (veh)8819983422
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWB
Directions ServedLTR
Maximum Queue (ft)8563
Average Queue (ft)5323
95th Queue (ft)9151
Link Distance (ft)33908
Upstream Blk Time (%)36
Queuing Penalty (veh)53
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWB
Directions ServedRT
Maximum Queue (ft)5073
Average Queue (ft)2752
95th Queue (ft)5585
Link Distance (ft)29220
Upstream Blk Time (%)48
Queuing Penalty (veh)32
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)127
95th Queue (ft)3727
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)4526
Average Queue (ft)243
95th Queue (ft)3617
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Exist 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)10
95th Queue (ft)33
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7613819151
Average Queue (ft)6468697
95th Queue (ft)9314315629
Link Distance (ft)19687687687
Upstream Blk Time (%)57
Queuing Penalty (veh)72
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)746131
Average Queue (ft)24910
95th Queue (ft)533431
Link Distance (ft)238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 513
Queuing and Blocking Report
PM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSB
Directions ServedL
Maximum Queue (ft)65
Average Queue (ft)4
95th Queue (ft)24
Link Distance (ft)101
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)72
Average Queue (ft)2
95th Queue (ft)24
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)100
Average Queue (ft)30
95th Queue (ft)83
Link Distance (ft)74
Upstream Blk Time (%)3
Queuing Penalty (veh)19
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNB
Directions ServedL
Maximum Queue (ft)79
Average Queue (ft)9
95th Queue (ft)38
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1581252492261662532665730128824682
Average Queue (ft)6725130937410010910139981097
95th Queue (ft)131852121911442242343524023124433
Link Distance (ft)485150719511951508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)60300
Queuing Penalty (veh)30300
Queuing and Blocking Report
PM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)40075927529118166173324478466349
Average Queue (ft)342449199114878722518918859
95th Queue (ft)4606353903398162165157414413249
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)238312140
Queuing Penalty (veh)572053450
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWB
Directions ServedLTR
Maximum Queue (ft)8552
Average Queue (ft)4311
95th Queue (ft)7531
Link Distance (ft)33908
Upstream Blk Time (%)22
Queuing Penalty (veh)17
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWB
Directions ServedRT
Maximum Queue (ft)7172
Average Queue (ft)2447
95th Queue (ft)5382
Link Distance (ft)29220
Upstream Blk Time (%)41
Queuing Penalty (veh)27
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3130
Average Queue (ft)1211
95th Queue (ft)3734
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)5026
Average Queue (ft)1610
95th Queue (ft)3831
Link Distance (ft)263140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)10013815254
Average Queue (ft)63706012
95th Queue (ft)9614613539
Link Distance (ft)19687687687
Upstream Blk Time (%)57
Queuing Penalty (veh)71
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Base Conditions Before Tarin 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 800: US 421 & Autumn Care Nursin Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)945126
Average Queue (ft)3458
95th Queue (ft)692525
Link Distance (ft)441
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 452
Queuing and Blocking Report
PM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSB
Directions ServedLTT
Maximum Queue (ft)1404256
Average Queue (ft)3326
95th Queue (ft)1071831
Link Distance (ft)101101101
Upstream Blk Time (%)2
Queuing Penalty (veh)11
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)127
Average Queue (ft)16
95th Queue (ft)65
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)93
Average Queue (ft)47
95th Queue (ft)101
Link Distance (ft)74
Upstream Blk Time (%)15
Queuing Penalty (veh)91
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)1244741
Average Queue (ft)2621
95th Queue (ft)841614
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3131
Average Queue (ft)115
95th Queue (ft)3524
Link Distance (ft)1119268
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1751242222002213003284029427725761
Average Queue (ft)63211197969120124714771866
95th Queue (ft)127801911741512532602524818318427
Link Distance (ft)485150719511951508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)90101
Queuing Penalty (veh)40101
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)400104727550268359378324689713350
Average Queue (ft)3828732241213413012031301303121
95th Queue (ft)444129939438255275265161553569369
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)5500
Queuing Penalty (veh)056
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)628720210
Queuing Penalty (veh)1962695780
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)12214610610969
Average Queue (ft)764057368
95th Queue (ft)103971008036
Link Distance (ft)33908505050
Upstream Blk Time (%)50631
Queuing Penalty (veh)7722123
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)699613212250
Average Queue (ft)276768788
95th Queue (ft)568613513930
Link Distance (ft)29220616161
Upstream Blk Time (%)56470
Queuing Penalty (veh)7328470
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementWBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)285631
Average Queue (ft)1185
95th Queue (ft)94724
Link Distance (ft)271413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)4926
Average Queue (ft)247
95th Queue (ft)4126
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)10
95th Queue (ft)34
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)92301267193
Average Queue (ft)661248721
95th Queue (ft)9224820280
Link Distance (ft)19687687687
Upstream Blk Time (%)73
Queuing Penalty (veh)93
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)743928
Average Queue (ft)26108
95th Queue (ft)593027
Link Distance (ft)360
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1022
Queuing and Blocking Report
PM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)172424883
Average Queue (ft)71235
95th Queue (ft)160162136
Link Distance (ft)101101101224
Upstream Blk Time (%)5
Queuing Penalty (veh)30
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)130
Average Queue (ft)18
95th Queue (ft)76
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)105
Average Queue (ft)49
95th Queue (ft)99
Link Distance (ft)74
Upstream Blk Time (%)13
Queuing Penalty (veh)80
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)898456
Average Queue (ft)26125
95th Queue (ft)734927
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3131
Average Queue (ft)131
95th Queue (ft)3710
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1521252031631692702604825918328639
Average Queue (ft)6316127976614414510134711117
95th Queue (ft)130591771661432662573222515521621
Link Distance (ft)485150719541954508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)5000
Queuing Penalty (veh)3000
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSBB4
Directions ServedLLTRLTRULTTRULTTRT
Maximum Queue (ft)400106027529442389332324740740350129
Average Queue (ft)3928532409261165145674624631834
95th Queue (ft)41912643882844833229525872273544342
Link Distance (ft)1008310716716669669710
Upstream Blk Time (%)4512
Queuing Penalty (veh)01823
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)639127280
Queuing Penalty (veh)20228861031
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementB4
Directions ServedT
Maximum Queue (ft)238
Average Queue (ft)10
95th Queue (ft)82
Link Distance (ft)710
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8512313810970
Average Queue (ft)8163775518
95th Queue (ft)9611213510451
Link Distance (ft)33908505050
Upstream Blk Time (%)571061
Queuing Penalty (veh)14838246
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)869612114130
Average Queue (ft)276574856
95th Queue (ft)678812613726
Link Distance (ft)29220616161
Upstream Blk Time (%)6079
Queuing Penalty (veh)794460
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3150
Average Queue (ft)1611
95th Queue (ft)4136
Link Distance (ft)413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)4552
Average Queue (ft)2525
95th Queue (ft)3941
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementWBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)213131
Average Queue (ft)1614
95th Queue (ft)72739
Link Distance (ft)502466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)73383700126
Average Queue (ft)6913315118
95th Queue (ft)8028439264
Link Distance (ft)19687687687
Upstream Blk Time (%)760
Queuing Penalty (veh)960
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 6
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)735066
Average Queue (ft)241114
95th Queue (ft)523244
Link Distance (ft)332
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1246
Queuing and Blocking Report
PM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)172729839
Average Queue (ft)67692
95th Queue (ft)152354114
Link Distance (ft)101101101224
Upstream Blk Time (%)50
Queuing Penalty (veh)291
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBNB
Directions ServedRR
Maximum Queue (ft)8883
Average Queue (ft)173
95th Queue (ft)6127
Link Distance (ft)508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)102
Average Queue (ft)57
95th Queue (ft)112
Link Distance (ft)74
Upstream Blk Time (%)16
Queuing Penalty (veh)96
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)78129106
Average Queue (ft)27177
95th Queue (ft)667845
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3155
Average Queue (ft)123
95th Queue (ft)3621
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1351161841591793163234229530334185
Average Queue (ft)6313108717913713910146841038
95th Queue (ft)119501611361582922863425123425236
Link Distance (ft)485150719541954508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)30001
Queuing Penalty (veh)10001
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSBB4
Directions ServedLLTRRULTTRULTTRT
Maximum Queue (ft)40096227548200302296324740740350170
Average Queue (ft)370603208692159149373663741686
95th Queue (ft)4459153912517428327816566669844856
Link Distance (ft)1008310716716669669710
Upstream Blk Time (%)12
Queuing Penalty (veh)1123
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)42812424
Queuing Penalty (veh)134257687
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementB4
Directions ServedT
Maximum Queue (ft)183
Average Queue (ft)6
95th Queue (ft)60
Link Distance (ft)710
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)9622111010974
Average Queue (ft)8487805215
95th Queue (ft)911711249649
Link Distance (ft)33908505050
Upstream Blk Time (%)581071
Queuing Penalty (veh)15138273
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)918912212228
Average Queue (ft)276771855
95th Queue (ft)668913313422
Link Distance (ft)29220616161
Upstream Blk Time (%)5768
Queuing Penalty (veh)753954
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)49283131
Average Queue (ft)211811
95th Queue (ft)1694235
Link Distance (ft)908271413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 500: Appomattox Dr & Manassas Dr
MovementEBNBSB
Directions ServedLRLTTR
Maximum Queue (ft)217153
Average Queue (ft)12528
95th Queue (ft)74549
Link Distance (ft)271269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)147
95th Queue (ft)3928
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)73279296168
Average Queue (ft)6813310324
95th Queue (ft)8526622694
Link Distance (ft)19687687687
Upstream Blk Time (%)75
Queuing Penalty (veh)94
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2018 Phase 2A with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 6
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)705327
Average Queue (ft)241211
95th Queue (ft)573731
Link Distance (ft)332
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1127
Queuing and Blocking Report
PM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)1717313218
Average Queue (ft)449151
95th Queue (ft)11037636
Link Distance (ft)101101101224
Upstream Blk Time (%)10
Queuing Penalty (veh)51
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBNBSB
Directions ServedRRT
Maximum Queue (ft)13410050
Average Queue (ft)2332
95th Queue (ft)843316
Link Distance (ft)50850874
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)82
Average Queue (ft)49
95th Queue (ft)97
Link Distance (ft)74
Upstream Blk Time (%)14
Queuing Penalty (veh)86
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNB
Directions ServedLT
Maximum Queue (ft)10348
Average Queue (ft)252
95th Queue (ft)7818
Link Distance (ft)437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)5432
Average Queue (ft)105
95th Queue (ft)3524
Link Distance (ft)1119268
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)17512523919115135336636305464475101
Average Queue (ft)75301481257810810951582032019
95th Queue (ft)132952322001432502542225145745147
Link Distance (ft)485150719431943508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)602001
Queuing Penalty (veh)302001
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)400107127550218271286324536608350
Average Queue (ft)3919782301010111511567338351151
95th Queue (ft)426115939036184235224259536582420
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)50
Queuing Penalty (veh)0
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)799222230
Queuing Penalty (veh)2532885880
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)1091011108652
Average Queue (ft)803867396
95th Queue (ft)107791128128
Link Distance (ft)33908505050
Upstream Blk Time (%)51731
Queuing Penalty (veh)8129132
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)719113114651
Average Queue (ft)286379927
95th Queue (ft)688914214231
Link Distance (ft)29220616161
Upstream Blk Time (%)57590
Queuing Penalty (veh)7535560
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)165431
Average Queue (ft)1158
95th Queue (ft)54230
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)5048
Average Queue (ft)247
95th Queue (ft)4029
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 FNB 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)8
95th Queue (ft)31
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)96280606122
Average Queue (ft)7213412918
95th Queue (ft)8527434473
Link Distance (ft)19687687687
Upstream Blk Time (%)73
Queuing Penalty (veh)94
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)555152
Average Queue (ft)29413
95th Queue (ft)542337
Link Distance (ft)284
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1120
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBB25
Directions ServedLTT
Maximum Queue (ft)17226202
Average Queue (ft)59125
95th Queue (ft)1739123
Link Distance (ft)101101224
Upstream Blk Time (%)13
Queuing Penalty (veh)75
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)945637
Average Queue (ft)3342
95th Queue (ft)712614
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3131
Average Queue (ft)122
95th Queue (ft)3615
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)40096327529624673716325428409339
Average Queue (ft)355595184316423022231840316628
95th Queue (ft)50089039416331407408354458403139
Link Distance (ft)1008309716716340340
Upstream Blk Time (%)0127920
Queuing Penalty (veh)001094280
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)378129111141
Queuing Penalty (veh)121264297627547
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8514012910998
Average Queue (ft)6469644622
95th Queue (ft)1031241149664
Link Distance (ft)33908505050
Upstream Blk Time (%)39852
Queuing Penalty (veh)9332228
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)967312111527
Average Queue (ft)317038473
95th Queue (ft)70809810116
Link Distance (ft)29220616161
Upstream Blk Time (%)6122
Queuing Penalty (veh)811013
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)465431
Average Queue (ft)31616
95th Queue (ft)224341
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)6350
Average Queue (ft)2627
95th Queue (ft)4345
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)1416
95th Queue (ft)3940
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBNBNBB4B4SBSBSB
Directions ServedRUTTRTTULTT
Maximum Queue (ft)7240881878134434442411801191
Average Queue (ft)27333263225515090976980
95th Queue (ft)6247882779423723236516301620
Link Distance (ft)33471071027327311281128
Upstream Blk Time (%)1714446758
Queuing Penalty (veh)159130403900
Storage Bay Dist (ft)325325
Storage Blk Time (%)6770
Queuing Penalty (veh)58614
Intersection: 900: US 421 & Site Access
MovementWBNBNBSBSBB4B4
Directions ServedRTTR TTTT
Maximum Queue (ft)244107140382382738763
Average Queue (ft)74811335249650662
95th Queue (ft)1605066440494969981
Link Distance (ft)385340340273273710710
Upstream Blk Time (%)81252633
Queuing Penalty (veh)1086332353437
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 6086
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)1725210067
Average Queue (ft)63764
95th Queue (ft)148323829
Link Distance (ft)101101101224
Upstream Blk Time (%)40
Queuing Penalty (veh)220
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)1259145
Average Queue (ft)22133
95th Queue (ft)745321
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3131
Average Queue (ft)133
95th Queue (ft)3719
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)400102427528238605639339447433339
Average Queue (ft)3655522101120328329295411402219
95th Queue (ft)4438583909225541560383429448480
Link Distance (ft)1008309716716339339
Upstream Blk Time (%)1223191
Queuing Penalty (veh)003232700
Storage Bay Dist (ft)300200550450100
Storage Blk Time (%)22772223291
Queuing Penalty (veh)73251220571138
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)11121111010768
Average Queue (ft)8270705026
95th Queue (ft)991441259960
Link Distance (ft)33908505050
Upstream Blk Time (%)521072
Queuing Penalty (veh)12340299
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)937314512230
Average Queue (ft)316356674
95th Queue (ft)668512713520
Link Distance (ft)29220616161
Upstream Blk Time (%)6135
Queuing Penalty (veh)812030
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)47283131
Average Queue (ft)411619
95th Queue (ft)2394143
Link Distance (ft)908271413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7048
Average Queue (ft)2321
95th Queue (ft)4840
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 1 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)1510
95th Queue (ft)4133
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBNBNBB4B4SBSBSB
Directions ServedRUTTRTTULTT
Maximum Queue (ft)14242480081836839275206195
Average Queue (ft)33329477275159108131510
95th Queue (ft)855041058817438378428268
Link Distance (ft)33471071027327311281128
Upstream Blk Time (%)48164221
Queuing Penalty (veh)448150394202
Storage Bay Dist (ft)325325
Storage Blk Time (%)7133
Queuing Penalty (veh)62515
Intersection: 900: US 421 & Site Access
MovementWBNBNBNBSBSBB4B4
Directions ServedRTTR TTTT
Maximum Queue (ft)385404415339382345723706
Average Queue (ft)200143149112272267235236
95th Queue (ft)432422441373457468690689
Link Distance (ft)370339339273273710710
Upstream Blk Time (%)38260161600
Queuing Penalty (veh)02261021221421
Storage Bay Dist (ft)350
Storage Blk Time (%)60
Queuing Penalty (veh)164
Network Summary
Network wide Queuing Penalty: 3837
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)172314429
Average Queue (ft)54251
95th Queue (ft)137142410
Link Distance (ft)101101101224
Upstream Blk Time (%)3
Queuing Penalty (veh)17
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBNBNBSB
Directions ServedRRRT
Maximum Queue (ft)51057755886
Average Queue (ft)28422110958
95th Queue (ft)649635468116
Link Distance (ft)50850850874
Upstream Blk Time (%)4223149
Queuing Penalty (veh)2781556475
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)104
Average Queue (ft)65
95th Queue (ft)110
Link Distance (ft)74
Upstream Blk Time (%)67
Queuing Penalty (veh)443
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)804633
Average Queue (ft)2562
95th Queue (ft)662813
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3152
Average Queue (ft)95
95th Queue (ft)3226
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1531206353006241634165750050858354812
Average Queue (ft)62123052171815245361344554721871
95th Queue (ft)13251553329552133713434696047015165
Link Distance (ft)48580219581958508508508
Upstream Blk Time (%)34510
Queuing Penalty (veh)04974
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)60382733103451
Queuing Penalty (veh)3073513213336209
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRRULTTRULTTR
Maximum Queue (ft)400102327529474274304315539553350
Average Queue (ft)37964522622491151132528626989
95th Queue (ft)45292338715452241241119487488306
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)5285023250
Queuing Penalty (veh)17728506931
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)12210514410950
Average Queue (ft)7762743914
95th Queue (ft)1101101238545
Link Distance (ft)33908505050
Upstream Blk Time (%)48841
Queuing Penalty (veh)11434174
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)947312212230
Average Queue (ft)276359654
95th Queue (ft)648612413020
Link Distance (ft)29220616161
Upstream Blk Time (%)5355
Queuing Penalty (veh)693337
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)275555
Average Queue (ft)31618
95th Queue (ft)184545
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)6626
Average Queue (ft)3121
95th Queue (ft)5138
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)1114
95th Queue (ft)3638
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)73726737715
Average Queue (ft)59570596480
95th Queue (ft)809329341002
Link Distance (ft)19687687687
Upstream Blk Time (%)89484126
Queuing Penalty (veh)125000
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 1000: Site Access & Kings Highway
MovementNB
Directions ServedLR
Maximum Queue (ft)77
Average Queue (ft)42
95th Queue (ft)65
Link Distance (ft)442
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 3586
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25
Directions ServedLTTT
Maximum Queue (ft)172995318
Average Queue (ft)45841
95th Queue (ft)12642236
Link Distance (ft)101101101224
Upstream Blk Time (%)10
Queuing Penalty (veh)80
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBNBNBSBSB
Directions ServedRRRTT
Maximum Queue (ft)5235195598923
Average Queue (ft)2988452641
95th Queue (ft)5793803121127
Link Distance (ft)5085085087474
Upstream Blk Time (%)171036
Queuing Penalty (veh)11082353
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 2
Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)119
Average Queue (ft)92
95th Queue (ft)128
Link Distance (ft)74
Upstream Blk Time (%)80
Queuing Penalty (veh)534
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)1533744
Average Queue (ft)4242
95th Queue (ft)1232316
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)5254
Average Queue (ft)174
95th Queue (ft)4425
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 3
Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)22112529027662481382750050856656337
Average Queue (ft)602320617281271269544895003042
95th Queue (ft)1387629324925354253720053672966914
Link Distance (ft)48580219581958508508508
Upstream Blk Time (%)27402
Queuing Penalty (veh)038915
Storage Bay Dist (ft)100300325250600
Storage Blk Time (%)400882740
Queuing Penalty (veh)200811265163
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBNBNBNBSBSBSBSB
Directions ServedLLTRULTTRULTTR
Maximum Queue (ft)400827275622684664324656697350
Average Queue (ft)34647121343027524155376384199
95th Queue (ft)467738394620615551229632673467
Link Distance (ft)1008716716669669
Upstream Blk Time (%)00
Queuing Penalty (veh)04
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)2674015328281
Queuing Penalty (veh)88249094471067
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)11022411010990
Average Queue (ft)7783765123
95th Queue (ft)1031531179554
Link Distance (ft)33908505050
Upstream Blk Time (%)511051
Queuing Penalty (veh)12141214
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 4
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)669114615230
Average Queue (ft)246584854
95th Queue (ft)518813913820
Link Distance (ft)29220616161
Upstream Blk Time (%)6579
Queuing Penalty (veh)854458
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)27285350
Average Queue (ft)441624
95th Queue (ft)20194546
Link Distance (ft)908271413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)5252
Average Queue (ft)2921
95th Queue (ft)4747
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM 2020 Phase 2B Scenario 2 with Imps 05/08/2018
160278 Tarin Woods II SimTraffic Report
C. Steiss Page 5
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3131
Average Queue (ft)1515
95th Queue (ft)4140
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)92739750726
Average Queue (ft)68620600551
95th Queue (ft)83883888931
Link Distance (ft)19687687687
Upstream Blk Time (%)92393718
Queuing Penalty (veh)128000
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 1000: Site Access & Kings Highway
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)2974
Average Queue (ft)244
95th Queue (ft)1464
Link Distance (ft)543442
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 2931
05/08/18 160278 Tarin Woods II Development – Transportation Impact Analysis 84
Supporting Documentation
LEGEND AM PEAK HOUR, VR PM PEAK HOUR, VR
TU
R
N
L
A
N
E
W
A
R
R
A
N
T
S
U
M
M
A
R
Y
US 421 at Site Access
SC
E
N
A
R
I
O
1
P
H
A
S
E
2
B
Peak Hour Volumes Opposing Lefts AM N/A N/A PM N/A N/A Peak Hour Opposing Rights AM 1,150 74 PM 1,128 261 Volumes
ex
ex
ex
ex
SIGNAL FACE I.D.
NOTES
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
PHASING DIAGRAMTABLE OF OPERATION
FACE
SIGNAL
PHASE
FLASH 0
1
+
6
0
1
+
5
02+502+6
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALEREVISIONS
REVIEWED BY:
INIT.DATE
REVIEWED BY:
DATE SIGNATURE
PLAN DATE:
0
Division 3 New Hanover County Wilmington
ABA Ministorage
SR 1187 (Sanders Road) /
at
US 421 (Carolina Beach Road)
February 2010
J Cross S Phillips
1"=40’
40
Signal Upgrade
03-0733
W-5103A
p
a
l
e
x
a
n
d
e
r
R
:
\
T
r
a
f
f
i
c
\
S
i
g
n
a
l
s
\
D
e
s
i
g
n
\
S
i
g
n
a
l
s
\
0
3
-
0
7
3
3
\
0
3
0
7
3
3
_
s
i
g
_
d
s
n
_
2
0
1
5
m
m
d
d
.
d
g
n
2
7
-
J
U
L
-
2
0
1
5
1
4
:
5
1
All Heads L.E.D.
Directional Arrow
Controller & Cabinet
Signal Pole with Guy
With Push Button & Sign
Signal Pole with Sidewalk Guy
Inductive Loop Detector
Traffic Signal Head
Pedestrian Signal Head
2-in Underground Conduit
LEGEND
PROPOSEDEXISTING
Sign
Modified Signal HeadN/A
Junction Box
N/ARight of Way
01+6
01+5
02+6
02+5
TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
NE
W
C
A
R
D
N
E
W
L
O
O
P
FU
L
L
T
I
M
E
D
E
L
A
Y
EX
T
E
N
S
I
O
N
CA
L
L
I
N
G
SY
S
T
E
M
L
O
O
P
-
-
-
-
----
-
-
-
-
-
-
-
-
-
-
-----
--
-
-
-
-
-
-
-
-
----
---
-
-
-
--
-
-
-
-
--
-
-
-
-
-
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
ex
ex
ex
ex ex
ex
ex
ex ex
AALeft Arrow "ONLY" Sign (R3-5L)
BB
Combined Through and Left
Arrow Sign (R3-6L)
CC
"LEFT TURN YIELD ON GREEN"
Sign (R10-12)
"YIELD" Sign (R1-2)DD
Wilmington Signal System
Fully Actuated
6 Phase
1
DATE
NORTH CAR
OLI
N
A
ENGINEER
PROFESSIO
NAL
P
A
MEL
A
L. ALEXANDE
R 023489
SEAL
N
REVISION SEAL 2
as to the revisions.
This document is only certified
on 4/1/2010
Stacie L. Phillips, 32607
issued and sealed by
This document originally
Only as to the Revisions -
to the Original Document but
Not a certified document as
2
Revise SB right turn to a yield movement;
revise clearance times
PLA4/5/12
Install new loops
61
62
21
22
3132
41 42 43
Controller Asset # 0733.
8. Signal system data:
supersede these values.
signal system timing values
operation only. Coordinated
chart are for free-run
7. Maximum times shown in timing
Traffic Engineer.
discretion of the Regional
may be removed at the
Green" ball sign(s)-(R10-12)
6. Existing "Left Turn Yield on
presence mode.
5. Set all detector units to
4 may be reversed.
4. The order of phase 3 and phase
display.
progressing through an all red
2+6 to phase 1 and/or 5 by
controller to clear from phase
phase 2+6 to allow the
3. Enable Backup Protect for
the Engineer.
unless otherwise directed by
night flashing operation
2. Do not program signal for late
Structures" dated January 2012.
Specifications for Roads and
2012 and "Standard
Drawings NCDOT" dated January
1. Refer to "Roadway Standard
FEATURE
PHASE
123456
MIN RECALLMIN RECALL
YELLOWYELLOW
ONON
----
------
----
--
----
----
------
----
----
ONONONON
OASIS 2070 TIMING CHART
Min Green 1 *
Extension 1
Max Green 1 *
Yellow Clearance
Red Clearance
Walk 1 *
Don’t Walk 1
Seconds Per Actuation *
Max Variable Initial *
Time Before Reduction *
Time To Reduce *
Minimum Gap
Recall Mode
Vehicle Call Memory
Dual Entry
Simultaneous Gap
-
-
-
--
--
-
is shown. Min Green for all other phases should not be lower than 4 seconds.
* These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what
Red Revert
7
2.0
15
3.0
2.9
2.05.0
1.0
5.3
120
6.0
147
2.0
20
3.2
3.2
2.0
7
2.0
45
5.0
1.9
2.0
7
2.0
20
3.0
3.1
2.0
14
6.0
120
5.3
1.3
5.0
1.5
46
15
45
3.4
1.5
46
15
45
3.4
-
-
-
-
-
-
-
------
-
-
-
-
----
-
-
--
-
---
-
--
-
1A
2A
2B
3A
4A
4B
5A
5B
6A
6B
S1
S2
S3
S4
S5
6X40
6X40
6X40
6X40
6X40
6X20
6X6
6X6
6X6
6X6
6X6
6X6
6X6
6X6
6X6
0
0
0
0
0
0
420
420
420
420
145
220
195
195
195
2-4-2
2-4-2
2-4-2
2-4-2
2-4-2
2-4-2
5
5
5
5
5
5
5
5
5
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
1
6
2
2
3
4
4
5
2
5
6
6
-
-
-
-
-
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
YY
Y
Y
YY
Y
Y
Y
Y
Y
Y
YY
Y10
3
10
10
3
15
R
YY
G
12"
12"
R
Y
R
Y
G
12"
R
Y
G
12"
R
YY
G
12"
61
21
41
42
3162
32
22
43
21
22
31
32
41
42
43
61
62
03 04
03
04
RRRR
RR RY
Y G
G
G
RG
RRRRRGR
RRRRRGR
RRRRRR
RRRRRRG
RRRRRRG
RRRRY
Y
GG
GRR RRG
55 Mph -1% Grade
55 Mph -1% Grade
US 421 (Carolina Beach Road)
US 421 (Carolina Beach Road)
S
R 1187 (Sanders
Road)
55
Mph
+2
%
Grade
0
%
Gr
a
d
e
2
5
Mp
h
(
As
s
u
me
d
)
Entrance
ABA Ministorage
(JRS)
ex
ex
ex
ex
ex
ex
ex
ex
Sig. 5.0
Roadway Sheet 19
S3
S4
S5
S1
S2
2A
2B
5A
3A
1A6B
6A
5B4B
4A
TN
T
T
I
N
D
E
P
A
R
T
ME
N OF TRASPORT
A
IO
N
STA
E OFNORTH C
AROL
A
noisi
v
i
D
ytefaS dna ytiliboM noit atrop
sn
a
r
T
noitceS ngiseD la
n
giS
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared in the Offices of:
C
C
BA
D
7/20/15
7/20/15
PREPARED BY:
SIG. INVENTORY NO.
SCALEREVISIONS
REVIEWED BY:
INIT.DATE
REVIEWED BY:PLAN DATE:
040
1"=40’
Division 3New Hanover CountyMyrtle Grove
R. Hinshaw
March 2008
SR 2501 (Service Road) / Fire Dept.
at
US 421 (Carolina Beach Road)
FEATURE
PHASE
4 36
Simultaneous Gap
Dual Entry
Vehicle Call Memory
Recall Mode
Minimum Gap
Time To Reduce *
Time Before Reduction *
Max Variable Initial *
Seconds Per Actuation *
Don’t Walk 1
Walk 1 *
Red Clearance
Yellow Clearance
Max Green 1 *
Extension 1 *
Min Green 1 *
N
NOTES
all other phases should not be lower than 4 seconds.
Extension times for phase 6 lower than what is shown. Min Green for
* These values may be field adjusted. Do not adjust Min Green and
Signal Upgrade
TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
NE
W
C
A
R
D
N
E
W
L
O
O
P
FU
L
L
T
I
M
E
D
E
L
A
Y
EX
T
E
N
S
I
O
N
CA
L
L
I
N
G
SY
S
T
E
M
L
O
O
P
6A
6B
SIGNAL FACE I.D.
All Heads L.E.D.
12"
R
Y
R
Y
G
12"
R
Y
FY
12"
exist
i
n
g
exist
i
n
g
existin
g
existin
g
FACE
SIGNAL
PHASE
FLASH
03 06
EVP 2
31
32, 33
RR
0603
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
0603
ALTERNATE PHASING DIAGRAM
32, 33 61, 62
45 MPH +1% Grade
45 MPH -1% Grade
US 421 (Carolina Beach Road)
US 421 (Carolina Beach Road)
SR 2501 (Service Road)
25
MP
H
+1
%
Gr
a
d
e
exex
ex
ex
32 33
7
2.0
7
0.0
25
3.0
3.11.3
3.2
16
1.8
4.4
120
6.0
12
1.5
34
30
60
3.0
MIN RECALL
YELLOW
ON ON ON
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3B
3C
3A
6x40
6x40
6x6
6x6
6x40
6x6
6x6
0
0
300
300
0
300
300
3YY----
2-4-23YY----15
2-4-23YY----15
6YY----5
6YY----5
2-4-2
-----Y -5
-----Y -3
ex 31
61
62
Y
-
-
Y
Y
Y
--
-
p
a
l
e
x
a
n
d
e
r
R
:
\
T
r
a
f
f
i
c
\
S
i
g
n
a
l
s
\
D
e
s
i
g
n
\
S
i
g
n
a
l
s
\
0
3
-
0
7
5
3
\
0
3
0
7
5
3
_
s
i
g
_
d
s
n
_
2
0
1
5
m
m
d
d
.
d
g
n
3
0
-
J
U
L
-
2
0
1
5
1
4
:
2
2
S1
S2
31
-
-
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
OASIS 2070 TIMING CHART
61, 62YRRG
Cabinet for 03-1021
Cabinet for 03-0753
(04)
EV PRE 2
(04)
EV PRE 2
Y
1
*10
* Disable delay during Alternate Phasing Operation
255
1
Interval 1 - Dwell Green
Interval 1 - Dwell Yellow
Interval 1 - Dwell Red
Interval 5 - Exit Green
Delay Time
Min Green Before Pre
Ped Clear Before Pre
Yellow Clear Before Pre
Red Clear Before Pre
Dwell Min Time
Enable Backup Protection
Ped Clear Through Yellow
1
Interval 5 - Yellow
Interval 5 - Red
-
FUNCTION
0.0
0.0
*
*
0.0
0.0
0
0.0
0.0
*
*
Priority
Exit Phase(s)
Omit Overlaps
Preempt Extend**
OASIS 2070 EV PREEMPT
N
N
6B
C
A
No U-Turn Sign (R3-4)
Left Arrow "ONLY" Sign (R3-5L)
Directional Arrow
Controller & Cabinet
With Push Button & Sign
Inductive Loop Detector
Traffic Signal Head
Pedestrian Signal Head
2-in Underground Conduit
LEGEND
PROPOSEDEXISTING
Sign
Modified Signal HeadN/A
Junction Box
N/ARight of Way
Metal Pole with Mastarmexisting
existing
ex Signal Pedestal
Right "ONLY" Sign (R3-5R)Medium
0% Grade 35 MPH
DATE
REVISION SEAL 2
NORTH CARO
LI
N
A
ENGINEER
PROFESSIO
NAL
P
A
MEL
A
L
. ALEXAN
DER 023489
SEAL
R R
DEFAULT PHASING DIAGRAM
FACE
SIGNAL
PHASE
FLASH
03 06
EVP 2
31
32, 33
R
61, 62YRRG
Y
R R
F
Y
PRE 2
W-5103A
and renumber existing phase 3 heads.
Modify heads 32, 33; revise Head 31 flashPLA12/22/14
2
as to the revisions.
This document is only certified
on 7/29/2008
F. Royal Hinshaw, PE-#032117
issued and sealed by
This document originally
Only as to the Revisions -
to the Original Document but
Not a certified document as
ex
ex
ex
ex
ex
ex ex
Th
e
Ki
n
g
s
Hi
g
hwa
y
(36249.2694)
Metal Pole #1
(36249.2964)
Metal Pole #2
ex
*** See Note #5
** Program Timing on Optical Detection Unit
* Time defaults to time used for phase during normal operation
-
* * *
* * *
Install loops (kgp)
Sig. 7.0
Roadway Sheet 21
03-0753
PROJECT REFERENCE NO.SHEET NO.
TABLE OF OPERATION
DEFAULT PHASING
TABLE OF OPERATION
ALTERNATE PHASING
DRI
VE
W
AY
FIR
E
DE
P
T.
ENTR
A
N
CE
FIR
E
DE
P
T.
Wilmington Signal System
w/ Emergency Vehicle Preempt
Fully Actuated
2 Phase
Controller Asset #: 0753.
8. Signal system data:
supersede these values.
signal system timing values
operation only. Coordinated
chart are for free-run
7. Maximum times shown in timing
each phasing plan.
determine the hours of use for
6. The City Traffic Engineer will
preemption timing.
Time for the emergency vehicle
Time and Preempt Dwell Min
will determine the Delay
5. The City Traffic Engineer
Department.
switch is located in Fire
4. Emergency vehicle preemption
presence mode.
3. Set all detector units to
the Engineer.
unless otherwise directed by
night flashing operation
2. Do not program signal for late
Structures" dated January 2012.
Specifications for Roads and
2012 and "Standard
Drawings NCDOT" dated January
1. Refer to "Roadway Standard
3C3B
6B
6A
B
A
S2
3A
S1
TN
T
T
I
N
DE
P
A
R
T
ME
N
OF TRASPORT
A
ION
STA
E OFNORTH CAROL
A
noi
si
v
i
D
ytefaS dna ytilibo M noit atropsn
a
r
T
noitceS ngiseD la
n
giS
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared in the Offices of:
C
C
A
B
7/22/15
7/22/15
existi
n
g
existi
n
g
DRIVE
PAVED
DRIVE
PAVED
DRIVE
PAVEDDRIVE
PAVED
DRIVE
PAVED
ex
ex
ex
ex
ex
ex ex
US 421 (Carolina Beach Road)
US 421 (Carolina Beach Road)
SR 2501 (Service Road)
71
7273
21
22
existin
g
existing
existi
n
g
existi
n
g
45 MPH -1% Grade
45 MPH +1% Grade
NOTES
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
SHEET NO.PROJECT REFERENCE NO.
PREPARED BY:
SIG. INVENTORY NO.
SCALEREVISIONS
REVIEWED BY:
INIT.DATE
REVIEWED BY:PLAN DATE:
0
Division 03 New Hanover County Myrtle Grove
March 2008
R. Hinshaw
1"=40’
40
03-1021
j
r
s
p
e
n
c
e
R
:
\
T
r
a
f
f
i
c
\
S
i
g
n
a
l
s
\
D
e
s
i
g
n
\
S
i
g
n
a
l
s
\
0
3
-
1
0
2
1
\
0
3
1
0
2
1
_
s
i
g
_
d
s
n
_
2
0
1
5
m
m
d
d
.
d
g
n
3
1
-
J
U
L
-
2
0
1
5
0
8
:
5
3
2 Phase
Fully Actuated
w/ Emergency Vehicle Preempt
Wilmington Signal System
N
ALTERNATE PHASING DIAGRAM
0707 02 02
Controller Asset #1021.
8. Signal system data:
supersede these values.
signal system timing values
operation only. Coordinated
chart are for free-run
7. Maximum times shown in timing
each phasing plan.
determine the hours of use for
6. The City Traffic Engineer will
timing.
emergency vehicle preemption
Dwell Min Time for the
determine the Delay Time and
5. The City Traffic Engineer will
in the Fire Department.
preemption switch is located
4. Existing emergency vehicle
presence mode.
3. Set all detector units to
the Engineer.
unless otherwise directed by
night flashing operation
2. Do not program signal for late
Structures" dated January 2012.
Specifications for Roads and
2012 and "Standard
Drawings NCDOT" dated January
1. Refer to "Roadway Standard
W-5103A
TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
NE
W
C
A
R
D
N
E
W
L
O
O
P
FU
L
L
T
I
M
E
D
E
L
A
Y
EX
T
E
N
S
I
O
N
CA
L
L
I
N
G
SY
S
T
E
M
L
O
O
P
-
-
-
-
-----
-
-
-
-
-
-
--
-
-
----
-
-
-
-
-
-
--
-
-
--
-
-
-
--
-
-
-
-
2A
2B
7A
7B
7C
S1
S2
S3
6X6
6X6
6X6
6X6
6X6
6X40
6X40
6X40
300
300
300
0
0
0
70
70
5
5
3
3
5
2-4-2
2-4-2
2-4-2
Y
Y
Y
Y
YY
Y
Y
Y
Y 2
2
7
7
7
Y
Y
Y
* 10
15
15
* Disable delay during Alternate Phasing Operation.
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
-
-
-
FEATURE
PHASE
MIN RECALL
YELLOW
ON
-
-
--
-
-
-
--
ON
-
-
Min Green 1 *
Extension 1 *
Max Green 1 *
Yellow Clearance
Red Clearance
Walk 1 *
Don’t Walk 1
Seconds Per Actuation *
Max Variable Initial *
Time Before Reduction *
Time To Reduce *
Minimum Gap
Recall Mode
Vehicle Call Memory
Dual Entry
Simultaneous Gap
-
-
127
27
6.02.0
12030
4.6
1.32.9
3.1
1.5
34
30
60
3.0
* These values may be field adjusted. Do not adjust Min Green and
Extension times for phases 2 and 6 lower than what is shown.
Min Green for all other phases should not be lower than 4 seconds.
OASIS 2070 TIMING CHART
SIGNAL FACE I.D.
All Heads L.E.D.
R
Y
FY
12"
R
Y
G
12"
7121, 22
12"
72, 73
R
Y
Directional Arrow
Controller & Cabinet
Inductive Loop Detector
2-in Underground Conduit
Junction Box
N/ARight of Way
Signal Pole with Guy
With Push Button & Sign
Signal Pole with Sidewalk Guy
Traffic Signal Head
Pedestrian Signal Head
LEGEND
PROPOSEDEXISTING
Sign
Modified Signal HeadN/A
existing
existing Metal Pole With Mastarm
ex Signal Pedestal
AALeft Arrow "ONLY" Sign (R3-5L)
BBNo U-Turn Sign (R3-4)
CC"Stop Here On Red" Sign (R10-6)
TABLE OF OPERATION
FACE
SIGNAL
PHASE
FLASH
ALTERNATE PHASING
21,22
71
72,73
GRRY
RR
02 07EVP2
Y
RRR
The Kings Highway
at
US 421 (Carolina Beach Road)
Sig. 8.0
De
s
i
g
n
S
p
e
e
d
2
5
MP
H
+
1
%
Gr
a
d
e
DEFAULT PHASING DIAGRAM
FACE
SIGNAL
PHASE
FLASH
21,22
71
72,73
GY
F
YR
02 07EVP2
Y
R R R
R R
TABLE OF OPERATION
DEFAULT PHASING
Signal Upgrade
as to the revisions.
This document is only certified
on 6/19/2008
F. Royal Hinshaw, PE-#032117
issued and sealed by
This document originally
Only as to the Revisions -
to the Original Document but
Not a certified document as
DATE
REVISION SEAL 1
NORTH CARO
LI
N
A
ENGINEER
PROFESSIO
NAL
P
A
MEL
A
L
. ALEXAN
DER 023489
SEAL
Y
Y
Y
Y
1
ex ex ex
ex
ex
ex
(ALL RED)
EV PRE 2(ALL RED)
EV PRE 2
36249.2694
Metal Pole #1
36249.2694
Metal Pole #2
255
1
Interval 1 - Dwell Green
Interval 1 - Dwell Yellow
Interval 1 - Dwell Red
Interval 5 - Exit Green
Delay Time
Min Green Before Pre
Ped Clear Before Pre
Yellow Clear Before Pre
Red Clear Before Pre
Dwell Min Time
Enable Backup Protection
Ped Clear Through Yellow
1
Interval 5 - Yellow
Interval 5 - Red
-
FUNCTION
0.0
0.0
0.0
0.0
0
0.0
0.0
Priority
Exit Phase(s)
Omit Overlaps
Preempt Extend**
OASIS 2070 EV PREEMPT
*** See Note #5
** Program Timing on Optical Detection Unit
* Time defaults to time used for phase during normal operation
PRE 2
2
Medium
* * *
* * *
-
N
N
Roadway Sheet 21
Cabinet for 03-0753
Cabinet for 03-1021
Th
e
Ki
n
gs
Hi
g
h
wa
y
Install loops (kgp)
E
N
TRAN
C
E
FIR
E DEP
T.
DRI
VE
W
AY
FIRE
DE
P
T.
*
*
*
*
A
B
C
2A
2B
S1
7B
7A
S3
7C
S2
TN
T
T
I
N
D
E
P
A
R
T
ME
N OF TRASPORT
A
IO
N
STA
E OFNORTH C
AROL
A
noisi
v
i
D
ytefaS dna ytiliboM noit atrop
sn
a
r
T
noitceS ngiseD la
n
giS
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared in the Offices of:
7/20/15
7/20/15
FACE
SIGNAL
PHASE
SIGNAL FACE I.D.
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALE REVISIONS
REVIEWED BY:
INIT.DATE
REVIEWED BY:
DATESIGNATURE
PLAN DATE:
0
N
$
$
$
$
U
S
E
R
N
A
ME
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
S
T
I
ME
$
$
$
$
$
FEATURE
PHASE
YELLOW
--
--
-
-
-
-
-
-
ON ON
-
Min Green 1 *
Extension 1 *
Max Green 1 *
Yellow Clearance
Red Clearance
Walk 1 *
Don’t Walk 1
Seconds Per Actuation *
Max Variable Initial *
Time Before Reduction *
Time To Reduce *
Minimum Gap
Recall Mode
Vehicle Call Memory
Dual Entry
Simultaneous Gap
-
-
All Heads L.E.D.
OASIS 2070 TIMING CHART
Directional Arrow
Controller & Cabinet
Signal Pole with Guy
With Push Button & Sign
Signal Pole with Sidewalk Guy
Inductive Loop Detector
Traffic Signal Head
Pedestrian Signal Head
2-in Underground Conduit
LEGEND
PROPOSED EXISTING
Sign
Modified Signal Head N/A
Junction Box
N/A Right of Way
lower than what is shown. Min Green for all other phases should not be lower than 4 seconds.
* These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6
Red Revert
TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
N
EW
C
ARD
N
EW
LO
O
P
FU
LL
TIM
E
D
ELAY
EXTEN
SIO
N
C
ALLIN
G
SYSTEM
LO
O
P
Y Y ----
Y
Y
Y Y ----
-
-Y
Y --
--
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
02 07
T N
T
T
I
N
D
E
P
A
R
T
ME
N OF TRA SPORT
A
IO
N
STA
E OF NORTH CAROL
A
noi
si
v
i
D
ytefaS dna ytiliboM noitatropsn
a
r
T
noitceS ngiseD la
n
giS
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared for the Offices of:
30
1"=30’
Divison 03 New Hanover County Wilmington
NOVEMBER 2016
21 22
72
12"
R
Y
R
Y
F
Y
12"
R
Y
G
12"
21,22
72,73
0
2
0
7
F
L
A
S
H
G R Y
Y
R
2A
2B
7A
7B
6X6
6X6
420
420
Y5
5 Y
2
2
6X40 0
06X40
2-4-2
2-4-2
Y
Y
7
7
10
15 Y
Y
Y
Y
21,22 72,73
2 7
5
5
MP
H
-
1
%
G
R
A
D
E
5
5
MP
H
+
1
%
G
R
A
D
E
SHARKS EYE LANE
25 MPH (ASSUMED) -1% GRADE
STOP LINE AND POLE LOCATION DIAGRAM
1
3
’
23’
1
6’
6’
1
0
’
1
0
’
22’
NEW INSTALLATION
U
S
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
U
S
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
2.0 2.0
14 5
120 30
6.0 2.0
Directional Drill Conduit N/A
5.3
1.0
3.0
2.8
2A 2B
7A
7B
6
’
SIG. 1
DEFAULT PHASING DIAGRAM
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
02 07
ALTERNATE PHASING DIAGRAM
R
TABLE OF OPERATION
ALTERNATE PHASING
R
*
exType II Signal Pedestal
METAL POLE AND MASTARM #1
FACE
SIGNAL
PHASE
21,22
72,73
0
2
0
7
F
L
A
S
H
G R Y
Y
R R
TABLE OF OPERATION
DEFAULT PHASING
F
Y
MIN RECALL
of Southbound Signal Plan.
Pedestal Installed as a part
1.5
15
45
3.4
46
PLANS PREPARED IN THE OFFICE OF:
NC LICENSE # F-0102
Charlotte, North Carolina 28202
Suite 200, 200 South Tryon Street
35 MPH +2% GRADE
SR 1581 (Manassas Drive)
at
US 421 (Carolina Beach Road)
03-1110
36249.3560
Cotroller Asset #1111.
7.Signal System Data:
shall supersede these values.
operation only. Coordinated signal system timing values
6. Maximum times shown in timing chart are for free-run
each phasing plan.
5. The City Traffic Engineer will determine the hours of use for
of vehicles turning right on red.
4. Locate new cabinet so as not to obstruct sight distance
3. Set all detector units to presence mode.
operation unless otherwise directed by the Engineer.
2. Do not program signal for late night flashing
http://www.ncdot.org/doh/preconstruct/traffic/itss/
at the following website:
Project Special Provisions. The PSP can be accessed
sections of the latest version of the generic
Structures" dated January 2012, and all applicable
January 2012, "Standard Specifications for Roads and
1. Refer to "Roadway Standard Drawings NCDOT" dated
S1
S2
* Disable delay during Alternate Phasing Operation
S2
S1
70 Y
Y -
--
-
Y
Y
6X6
6X6 420 5
5
Y
Y-
-
-
-
-
-
-
-
B
A"Stop Here On Red" Sign (R10-6)
No U-Turn Sign (R3-4)
A
B
A
B
C 2016
D. TURNER
S. PENNINGTON
71
Wilmington Signal System
Fully Actuated
2 Phase
NOTES
of Southbound Signal Plan.
Pedestal Installed as a part
73
of Southbound Signal Plan.
Pedestal Installed as a part
of Southbound Signal Plan.
Pedestal Installed as a part
2
7
’
71
71
SR 1581 (MANASSAS DRIVE)
71
1
0
’
2’
3
0
’
Division of Highways
NC Dept of Transportation
Final Drawing Date:
ITS & Signals Unit
R
H
E
ON
P
RT NFEO
NAO
E
SEAL
INNG
L
RE
SSI
AC O IL
R
A
032725
N
.GUY
R
J
O
ATHAN
COL
COL
PLANTER
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
C
O
N
C
R
E
T
E
M
E
DIA
N
EOP
EOP
24"C&G
24"C&G
CHAINLINK FENCE
PAVEMENT
EOP
EOP
EOP
15"CMP
15"CMP
15"CMP
MB 55, PG 24; DB 5051, PG 2786
FOR BENEFIT OF LOT 4
ACCESS & UTILITY EASEMENT
SHARK’S EYE LANE
MB
55,
PG
24;
DB
707,
PG
141
160’
PUBLIC
RIGHT-
OF-
WAY
C
AR
O
LIN
A
B
E
AC
H
R
OAD
U
.S
.
H
IG
H
WAY
4
2
1
-
MANASSAS DRIVE
RIGHT-OF-WAY
APPROXIMATE
APPROXIMATE RIGHT-OF-WAY
APPROXIMATE
RIGHT-
OF-
WAYRIGHT-
OF-
WAY
APPROXIMATE
EOP
EOP
EOP
DocuSign Envelope ID: DD2FC40B-87ED-468D-9D27-9F0D5057FC07
2/23/2017
2/23/2017
FACE
SIGNAL
PHASE
SIGNAL FACE I.D.
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
DEFAULT PHASING DIAGRAM
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALE REVISIONS
REVIEWED BY:
INIT.DATE
REVIEWED BY:
DATESIGNATURE
PLAN DATE:
0
N
$
$
$
$
U
S
E
R
N
A
ME
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
S
T
I
ME
$
$
$
$
$
FEATURE
PHASE
YELLOW
--
--
-
-
-
-
-
ONON
-
Min Green 1 *
Extension 1 *
Max Green 1 *
Yellow Clearance
Red Clearance
Walk 1 *
Don’t Walk 1
Seconds Per Actuation *
Max Variable Initial *
Time Before Reduction *
Time To Reduce *
Minimum Gap
Recall Mode
Vehicle Call Memory
Dual Entry
Simultaneous Gap
-
-
All Heads L.E.D.
OASIS 2070 TIMING CHART
Directional Arrow
Controller & Cabinet
Signal Pole with Guy
With Push Button & Sign
Signal Pole with Sidewalk Guy
Inductive Loop Detector
Traffic Signal Head
Pedestrian Signal Head
2-in Underground Conduit
LEGENDPROPOSED EXISTING
Sign
Modified Signal Head N/A
Junction Box
N/A Right of Way
lower than what is shown. Min Green for all other phases should not be lower than 4 seconds.
* These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6
Red Revert
TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
N
EW
C
ARD
N
EW
LO
O
P
FU
LL
TIM
E
D
ELAY
EXTEN
SIO
N
C
ALLIN
G
SYSTEM
LO
O
P
Y Y ----
Y
Y
Y Y ----
-
-Y
Y --
--
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
T N
T
T
I
N
D
E
P
A
R
T
ME
N OF TRA SPORT
A
IO
N
STA
E OF NORTH CAROL
A
noi
si
v
i
D
ytefaS dna ytiliboM noitatropsn
a
r
T
noitceS ngiseD la
n
giS
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared for the Offices of:
30
1"=30’
Divison 03 New Hanover County Wilmington
NOVEMBER 2016
D. TURNER
12"
R
Y
R
Y
F
Y
12"
R
Y
G
12"
61,62
32,33
0
6
0
3
F
L
A
S
H
GR Y
F
Y Y
R
6A
6B
3A
3B
6X6
6X6
420
420
Y5
5 Y
6
6
6X40 0
06X40
2-4-2
2-4-2
Y
Y
3
3
10
15 Y
Y
Y
Y
61,62 32,33
3 6
5
5
MP
H
+
1
%
G
R
A
D
E
SHARKS EYE LANE
NEW INSTALLATION
U
S
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
U
S
4
2
1
(
C
a
r
o
l
i
n
a
B
e
a
c
h
R
o
a
d
)
2.02.0
145
12030
6.02.0
Directional Drill Conduit N/A
62
33
06 03
3B
3A
6A6B SIG.7
Sharks Eye Lane
at
US 421 (Carolina Beach Road)
-
-
PLANS PREPARED IN THE OFFICE OF:
NC LICENSE # F-0102
METAL POLE AND MASTARM #2
exType II Signal Pedestal
TABLE OF OPERATION
DEFAULT
FACE
SIGNAL
PHASE
F
L
A
S
H
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
03
ALTERNATE PHASING DIAGRAM
TABLE OF OPERATION
ALTERNATE PHASING
R
0
3
Y
YG
R
R
0
6
32,33
61,62
*
* Disable delay during Alternate Phasing Operation
NOTES
61
MIN RECALL
3.4
45
15
46
1.5
Charlotte, North Carolina 28202
Suite 200, 200 South Tryon Street
25 MPH (ASSUMED) -1% GRADE
5
5
MP
H
-
1
%
G
R
A
D
E
31
36249.3560
06
03-1111
SR 1581 (MANASSAS DRIVE)
35 MPH +2% GRADE
R
R
Cotroller Asset #1111.
7.Signal System Data:
shall supersede these values.
operation only. Coordinated signal system timing values
6. Maximum times shown in timing chart are for free-run
each phasing plan.
5. The City Traffic Engineer will determine the hours of use for
of vehicles turning right on red.
4. Locate new cabinet so as not to obstruct sight distance
3. Set all detector units to presence mode.
operation unless otherwise directed by the Engineer.
2. Do not program signal for late night flashing
http://www.ncdot.org/doh/preconstruct/traffic/itss/
at the following website:
Project Special Provisions. The PSP can be accessed
sections of the latest version of the generic
Structures" dated January 2012, and all applicable
January 2012, "Standard Specifications for Roads and
1. Refer to "Roadway Standard Drawings NCDOT" dated
S1
S2
4206X6S1 5 Y --Y-
6X6S2 5 Y --Y--
-
-
-
-
-
Y
Y
70
"Stop Here On Red" Sign (R10-6)AA
A
B
B BNo U-Turn Sign (R3-4)
Permanent Utility Easement N/A
3.0
2.3
5.1
1.0
C 2016
S. PENNINGTON
of Northbound Signal Plan.
Pedestals and Pullbox Installed as a part
Wilmington Signal System
Fully Actuated
2 Phase
32
31
31
31
STOP LINE AND POLE LOCATION DIAGRAM
1
9
’
2
7
’
1
6
’
13’
26’
24’
41’
1
4
’
5’
3
0’
1’
1
7
’
Division of Highways
NC Dept of Transportation
Final Drawing Date:
ITS & Signals Unit
R
H
E
ON
P
RT NFEO
NAO
E
SEAL
INNG
L
RE
SSI
AC O IL
R
A
032725
N
.GUY
R
J
O
A
THAN
COL
COL
PLANTER
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
C
O
N
C
R
E
T
E
M
E
DIA
N
EOP
EOP
24"C&G
24"C&G
CHAINLINK FENCE
PAVEMENT
EOP
EOP
EOP
15"CMP
15"CMP
15"CMP
MB 55, PG 24; DB 5051, PG 2786
FOR BENEFIT OF LOT 4
ACCESS & UTILITY EASEMENT
SHARK’S EYE LANE
MB
55,
PG
24;
DB
707,
PG
141
160’
PUBLIC
RIGHT-
OF-
WAY
C
AR
O
LIN
A
B
E
AC
H
R
OAD
U
.S
.
H
IG
H
WAY
4
2
1
-
MANASSAS DRIVE
RIGHT-OF-WAY
APPROXIMATE
APPROXIMATE RIGHT-OF-WAY
APPROXIMATE
RIGHT-
OF-
WAYRIGHT-
OF-
WAY
APPROXIMATE
EOP
EOP
EOP
230644.72LNMRK
DocuSign Envelope ID: DD2FC40B-87ED-468D-9D27-9F0D5057FC07
2/23/2017
2/23/2017