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TRANSPORTATION IMPACT ANALYSIS
July 19, 2018
Scott's Hill Apartments
New Hanover County NC
Prepared for Evolve Acquisition, LLC
Project #: 180224
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 1
Scott’s Hill Apartments – Transportation Impact Analysis
New Hanover County, NC
Prepared for Evolve Acquisition, LLC
July 19, 2018
Table of Contents
1.0 Introduction ............................................................................................................. 2
Figure 1 – Site Plan ..................................................................................................... 3
Figure 2A – Site Location Map .................................................................................... 4
Figure 2B – Vicinity Map .............................................................................................. 5
2.0 Existing Conditions ................................................................................................ 6
2.1 Inventory ................................................................................................................ 6
2.2 Existing Traffic Volumes ........................................................................................ 6
Figure 3 – Existing Lane Geometry ............................................................................. 7
Figure 4 – 2018 Existing Traffic Volumes .................................................................... 8
3.0 Approved Developments and Committed Improvements ................................... 9
3.1 Approved Developments ........................................................................................ 9
3.2 Committed Improvements ...................................................................................... 9
4.0 Methodology ......................................................................................................... 10
4.1 Base Assumptions and Standards ....................................................................... 10
4.2 Trip Generation .................................................................................................... 10
4.3 Trip Distribution .................................................................................................... 11
4.4 2020 Future No Build Traffic ................................................................................ 11
4.5 2020 Future Build Total Traffic ............................................................................. 11
Figure 5 – Trip Distribution ........................................................................................ 12
Figure 6 – 2020 Future No Build Volumes ................................................................. 13
Figure 7 – Site Trips .................................................................................................. 14
Figure 8 – 2020 Future Build Volumes ...................................................................... 15
5.0 Capacity Analysis ................................................................................................. 16
5.1 Level of Service Evaluation Criteria ..................................................................... 16
5.2 Level of Service Results ...................................................................................... 17
6.0 Queue Results ...................................................................................................... 22
Figure 9 – Recommended Improvements .................................................................. 24
7.0 Summary and Conclusion ................................................................................... 25
Appendix ...................................................................................................................... 26
Trip Generation .......................................................................................................... 27
Level of Service Analysis ........................................................................................... 28
Queueing and Blocking Reports ................................................................................ 34
Traffic Volume Data ................................................................................................... 35
Approved Development Information .......................................................................... 36
Supporting Documentation ........................................................................................ 37
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 2
Scott’s Hill Apartments – Transportation Impact Analysis
New Hanover County, NC
Prepared for Evolve Acquisition, LLC
July 19, 2018
1.0 Introduction
The proposed Scott’s Hill Apartments are to be located southwest of the end of Pandion
Drive in New Hanover County, North Carolina. As currently planned, this site
development proposes 192 dwelling units of apartments. Two (2) accesses are
proposed to the site with both being on Pandion Drive. Figure 1 shows the site plan.
Figures 2A and 2B show the site location map and vicinity map, 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:
• US 17 at Sidbury Road
• US 17 at Scott’s Hill Loop Road (south)
• US 17 at Scott’s Hill Medical Center Drive
• US 17 at U-turn south of Creekwood Road
• Scott’s Hill Loop Road at Pandion Drive
The intersections were analyzed during the AM (7-9 am) and PM (4-6 pm) peaks for the
following conditions:
• 2018 Existing Conditions
• 2020 Future No Build Conditions
• 2020 Future Build Conditions
• 2020 Future Build Conditions with Improvements (as necessary)
The Wilmington Metropolitan Organization (WMPO) and NCDOT were contacted to
obtain background information and to ascertain the elements to be covered in this
Transportation Impact Analysis (TIA). The approved scope for this TIA is included in the
appendix. Information regarding the property was provided by Evolve Acquisition, LLC.
FIGURE 1
SITE PLAN
FIGURE 2A
SITE LOCATION MAP
SITE INDICATOR
FIGURE 2B
VICINITY MAP
STUDY INTERSECTIONS
BACKGROUND
PROPOSED
SITE
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 6
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
Market Street US 17
4-Lane divided
with grass
median
Approx. 100’ 55 MPH NCDOT
Sidbury Road SR 1572 2-Lane
undivided Approx. 22’ 55 MPH NCDOT
Scott’s Hill
Loop Road SR 1571 2-Lane
undivided Approx. 20’ 45 MPH NCDOT
Scott’s Hill
Medical Drive N/A 2-Lane
Undivided Approx. 30’ Not Posted Local
Pandion Drive N/A 2-Lane
undivided Approx. 30’ Not Posted Local
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 the 2018 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 17 at Sidbury Road 05/10/2018 DAVENPORT
US 17 at Scott’s Hill Loop Road (south) 05/10/2018 DAVENPORT
US 17 at Scott’s Hill Medical Drive 05/10/2018 DAVENPORT
US 17 at U-turn south of Creekwood Road 05/15/2018 DAVENPORT
Scott’s Hill Loop Road at Pandion Drive 05/10/2018 DAVENPORT
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE3EXISTING LANE GEOMETRY
BLACK = EXISTING
AADT 2016
VOLUME####
12
5
'
37
,
0
0
0
Scott's Hill Loop Road
(south)
SPEEDLIMIT55
SPEEDLIMIT55
SPEEDLIMIT
45
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
FULL
32
5
'
FULL
17
5
'
37
5
'
35
0
'
RIGHTIN /
RIGHTOUT
37
5
'
2,700
2,700
~9
0
0
'
~1
,
4
0
0
'
~1
,
1
5
0
'
~1,600'
FULL
100'
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE 4
2018 EXISTING
TRAFFIC VOLUMES
92 / 131
20
1
5
/
1
5
7
8
15
0
/
5
9
11
1
0
/
1
8
4
9
98
/
4
1
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
17
6
/
9
7
16
6
/
4
6
17
9
5
/
1
3
8
2
44
/
6
1
85
/
1
2
9
11
3
0
/
1
9
7
3
282 / 130
21
0
0
/
1
6
1
3
15
4
/
4
6
11
2
8
/
2
0
5
3
50 / 48
21
0
7
/
1
6
8
0
35
/
1
9
12
1
6
/
2
0
4
4
10
/
2
14
8
/
4
9
34 / 137
145 / 16
103 / 67
17 / 4
SIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
BLACK = EXISTING
RIGHTIN /
RIGHTOUT
UNSIGNALIZED
INTERSECTION
AM / PM PEAKS
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 9
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 WMPO staff, there are two (2) approved
developments to be considered in this analysis.
The first is the Scott’s Hill Village development located east of Pandion Drive. This
development consists of 226 single family homes to be built by 2018. However, 7
homes are currently built and occupied, so volumes were adjusted accordingly based
on the submitted TIA’s distribution. The new trip generation and associated site trips
figure can be found in the appendix and in Figure A.
The second is the Coastal Prep School development located east of US 17 between
Scott’s Hill Medical Drive and Creekwood Road. This development consists of an
elementary school (Kindergarten – 5th grade) and middle school (6th grade – 8th grade).
However, Kindergarten – 6th grade is already in operation. Based on the school’s plan,
490 students are currently enrolled with a final total to be 731 students, resulting in 241
middle school students to be added. The MSTA school calculator was utilized in order
to determine additional trips the school will generate for 241 middle school students.
These trips were then reduced by 75%, following suit with the methods utilized in the
original TIA for their staggered school schedule for arrivals in the mornings. The
resulting approved development trips for this site can be found in Table A in the
appendix. Trips for this site were only utilized in the AM peak as the afternoon dismissal
would not fall during this project’s PM peak. The remaining items can be found in the
appendix, along with the associated site trips in Figure B.
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 staff, there are no
committed improvements in the vicinity of this project.
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 10
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 NCDOT
Lane widths 12-feet
Truck percentages 2%
4.2 Trip Generation
The Scott’s Hill Apartments is planned to consist of 192 dwelling units. The trip
generation potential of this site was computed using TripGen 2013 software, which is
based on the 9th edition of ITE Trip Generation Manual. Table 4.2 presents the results.
Table 4.2 - ITE Trip Generation
Scott's Hill Apartments
Average Weekday Driveway Volumes 24 Hour AM Peak
Hour
PM Peak
Hour Two-Way
Land Use
ITE
Land
Code
Size Data
Source Volume Enter Exit Enter Exit
Apartments 220 192 Dwelling
Units
Adjacent
/Equation 1,287 20 78 80 43
Total Trips 1,287 20 78 80 43
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 11
4.3 Trip Distribution
Site trips for this proposed development were distributed based on the existing traffic
patterns and engineering judgment. The trip distribution model is shown in Figure 5, and
the directional distributions for site trips are as follows:
• 60% to and from the south of US 17
• 30% to and from the north on US 17
• 10% to and from the west on Sidbury Road
4.4 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 2018 existing traffic volumes and adding
approved development trips. Figure 6 shows 2020 future no build traffic volumes for AM
and PM peaks.
4.5 2020 Future Build Total Traffic
The 2020 build-out traffic volume was obtained by summing the 2020 future no build
volumes and site trips due to the proposed development. Site trips are shown in Figure
7. The 2020 future build volumes are shown for AM and PM peaks in Figure 8.
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
BLACK = EXISTING
1%
DESTINATION
NODE%
FIGURE5TRIP DISTRIBUTION
10% IN
RIGHTIN /
RIGHTOUT
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
10%
30%
60%
30
%
I
N
30
%
I
N
10
%
I
N
+
60
%
O
U
T
60
%
I
N
70
%
I
N
60
%
O
U
T
70
%
O
U
T
70% OUT
30
%
O
U
T
30% IN
30% OUT
30
%
O
U
T
10
%
O
U
T
60
%
O
U
T
10
%
I
N
+
60
%
O
U
T
10
%
I
N
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE 6
2020 FUTURE NO
BUILD VOLUMES
94 / 134
20
7
8
/
1
6
5
7
15
3
/
6
0
11
8
1
/
1
9
1
4
10
0
/
4
2
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
25
9
/
1
5
0
18
5
/
9
4
19
1
7
/
1
4
6
1
45
/
6
2
11
3
/
2
1
9
11
5
8
/
2
0
1
3
411 / 212
22
3
4
/
1
6
9
7
17
4
/
4
7
11
7
7
/
2
1
8
1
69 / 49
22
4
1
/
1
7
6
5
36
/
1
9
12
8
4
/
2
1
7
2
11
/
2
27
4
/
1
2
9
35 / 140
190 / 150
105 / 68
19 / 4
SIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
BLACK = EXISTING
RIGHTIN /
RIGHTOUT
UNSIGNALIZED
INTERSECTION
AM / PM PEAKS
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE 7
SITE TRIPS
2 / 8
6
/
2
4
0
/
0
23
/
1
3
8
/
4
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
47
/
2
6
6
/
2
4
49
/
3
4
0
/
0
0
/
0
55
/
3
0
23 / 13
49
/
3
4
14
/
5
6
0
/
0
55 / 30
47
/
2
6
2
/
8
12
/
4
8
0
/
0
23
/
1
3
0 / 0
6 / 24
0 / 0
0 / 0
SIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
BLACK = EXISTING
RIGHTIN /
RIGHTOUT
UNSIGNALIZED
INTERSECTION
AM / PM PEAKS
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE 8
2020 FUTURE BUILD
VOLUMES
96 / 142
20
8
4
/
1
6
8
1
15
3
/
6
0
12
0
5
/
1
9
2
7
10
8
/
4
6
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
30
6
/
1
7
6
19
1
/
1
1
8
19
6
6
/
1
4
9
5
45
/
6
2
11
3
/
2
1
9
12
1
3
/
2
0
4
3
434 / 225
22
8
3
/
1
7
3
1
18
8
/
1
0
3
11
7
7
/
2
1
8
1
123 / 79
22
8
8
/
1
7
9
1
38
/
2
7
12
9
6
/
2
2
2
0
11
/
2
29
7
/
1
4
2
35 / 140
196 / 174
105 / 68
19 / 4
SIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
BLACK = EXISTING
RIGHTIN /
RIGHTOUT
UNSIGNALIZED
INTERSECTION
AM / PM PEAKS
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 16
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
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 17
5.2 Level of Service Results
The results of the level of service analysis are discussed by intersection below.
US 17 at Sidbury Road
This signalized intersection currently operates at LOS C during the AM peak and LOS B
during the PM peak. In 2020 future no build conditions, LOS D is expected in the AM
peak and LOS B in the PM peak. In 2020 future build conditions, LOS E is expected in
the AM peak and LOS B in the PM peak. It is recommended to extend the northbound
shared left/U-turn lane 100 feet from 325 feet of storage to 425 feet of storage with
appropriate taper. Additionally, it is recommended to optimize the signal in the AM peak,
while the PM peak operates efficiently. With recommendations in place, this intersection
is expected to operate at LOS D in the AM peak and LOS B in the PM peak.
Table 5.2 - US 17 at Sidbury Road
Scenario Overall LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2018 Existing C (29.1)
L T R L T R LU T R L T R
C
(26.4) D
(40.6)
A
(0.0) C
(29.4)
A
(6.8)
C (26.4) N/A* C (27.8)
2020 Future No Build D (49.1)
L T R L T R LU T R L T R
C
(24.8) D
(48.9)
A
(0.0) D
(53.2)
A
(7.5)
C (24.8) N/A* D (50.1)
2020 Future Build E (59.9)
L T R L T R LU T R L T R
C
(24.4) E
(59.7)
A
(0.0) E
(65.4)
A
(7.7)
C (24.4) N/A* E (61.5)
2020 Future Build with
Improvements D (51.5)
L T R L T R LU T R L T R
C
(26.3) F
(81.2)
A
(0.0) D
(50.1)
A
(6.8)
N/A* D (47.1)
PM Peak Hour
2018 Existing B (12.7)
L T R L T R LU T R L T R
C
(33.5) C
(31.8)
A
(0.0) A
(9.6)
A
(4.6)
C (33.5) N/A* A (9.5)
2020 Future No Build B (16.0)
L T R L T R LU T R L T R
C
(28.3) C
(31.8)
A
(0.0) B
(13.5)
A
(5.7)
C (28.3) N/A* B (13.2)
2020 Future Build B (17.8)
L T R L T R LU T R L T R
C
(26.8) C
(31.7)
A
(0.0) B
(15.6)
A
(6.3)
C (26.8) N/A* B (15.3)
2020 Future Build with
Improvements B (17.8)
L T R L T R LU T R L T R
C
(26.8) C
(31.7)
A
(0.0) B
(15.6)
A
(6.3)
C (26.8) N/A* B (15.3)
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be provided
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 18
US 17 at Scott’s Hill Loop Road (south)
This signalized intersection currently operates at LOS B during the AM and PM peaks.
In 2020 future no build conditions, it is expected to remain unchanged. In 2020 future
build conditions, LOS C is expected in the AM and PM peaks. While it is recognized that
the LOS grade dropped one letter in both the AM and PM peak, the delay only had a
slight increase, and the delay level in the Future No Build is close to the line between a
LOS B and LOS C. Therefore, no improvements are recommended.
Table 5.3 - US 17 at Scott's Hill Loop Road (south)
Scenario Overall
LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2018 Existing B (13.8)
L T R L T R L T R LU T R
C
(31.7) A
(8.7)
A
(4.3)
C
(21.6)
A
(0.0)
C (31.7) A (8.4) N/A*
2020 Future No
Build B (19.6)
L T R L T R L T R LU T R
D
(48.5) B
(10.8)
A
(5.1)
B
(19.6)
A
(0.0)
D (48.5) B (10.3) N/A*
2020 Future Build C (21.5)
L T R L T R L T R LU T R
D
(53.8) B
(11.9)
A
(5.3)
B
(19.4)
A
(0.0)
D (53.8) B (11.3) N/A*
PM Peak Hour
2018 Existing B (12.1)
L T R L T R L T R LU T R
D
(42.5) A
(9.4)
A
(2.6)
D
(35.6)
A
(0.0)
D (42.5) A (9.0) N/A*
2020 Future No
Build B (19.7)
L T R L T R L T R LU T R
D
(42.3) B
(18.1)
A
(4.2)
C
(31.3)
A
(0.0)
D (42.3) B (16.7) N/A*
2020 Future Build C (22.3)
L T R L T R L T R LU T R
D
(43.0) C
(21.1)
A
(4.4)
C
(32.3)
A
(0.0)
D (43.0) B (19.5) N/A*
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach
LOS can not be provided
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 19
US 17 at Scott’s Hill Medical Drive
This unsignalized intersection currently operates at LOS B during the AM peak and LOS
D during the PM peak. In 2020 future no build conditions, LOS C is expected in the AM
peak and LOS D during the PM peak. In 2020 future build conditions, LOS C is
expected in the AM peak and LOS E in the PM peak. While LOS E is not ideal, this is
typical for a side street entering a major roadway. Queues are not extensive, and the
delay is expected to be short-lived. Therefore, no improvements are recommended.
Table 5.4 - US 17 at Scott's Hill Medical Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2018 Existing
B (14.7)
WB
Approach
L T R L T R L T R L T R
B
(14.7) A
(0.0)
A
(0.0) A
(0.0)
B (14.7) A (0.0) A (0.0)
2020 Future No Build
C (15.8)
WB
Approach
L T R L T R L T R L T R
C
(15.8) A
(0.0)
A
(0.0) A
(0.0)
C (15.8) A (0.0) A (0.0)
2020 Future Build
C (18.2)
WB
Approach
L T R L T R L T R L T R
C
(18.2) A
(0.0)
A
(0.0) A
(0.0)
C (18.2) A (0.0) A (0.0)
PM Peak Hour
2018 Existing
D (30.4)
WB
Approach
L T R L T R L T R L T R
D
(30.4) A
(0.0)
A
(0.0) A
(0.0)
D (30.4) A (0.0) A (0.0)
2020 Future No Build
D (34.8)
WB
Approach
L T R L T R L T R L T R
D
(34.8) A
(0.0)
A
(0.0) A
(0.0)
D (34.8) A (0.0) A (0.0)
2020 Future Build
E (45.1)
WB
Approach
L T R L T R L T R L T R
E
(45.1) A
(0.0)
A
(0.0) A
(0.0)
E (45.1) A (0.0) A (0.0)
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 20
US 17 at U-turn south of Creekwood Road
This signalized intersection currently operates at LOS A during the AM and PM peaks.
In 2020 future no build conditions and 2020 future build conditions, it is expected to
remain unchanged. Therefore, no improvements are recommended.
Table 5.5 - US 17 at U-turn south of Creekwood Road
Scenario Overall LOS
Level of Service by Approach
(Delay in sec/veh)
Northbound Southbound
AM Peak Hour
2018 Existing A (2.8)
L T R U T R
A (2.9) A (0.0) A (0.0)
A (2.9) N/A*
2020 Future No Build A (3.0)
L T R U T R
A (3.1) A (0.0) A (0.0)
A (3.1) N/A*
2020 Future Build A (3.0)
L T R U T R
A (3.1) A (0.0) A (0.0)
A (3.1) N/A*
PM Peak Hour
2018 Existing A (4.8)
L T R U T R
A (4.9) A (0.0) A (0.0)
A (4.9) N/A*
2020 Future No Build A (5.9)
L T R U T R
A (6.0) A (0.0) A (0.0)
A (6.0) N/A*
2020 Future Build A (6.4)
L T R U T R
A (6.5) A (0.0) A (0.0)
A (6.5) N/A*
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach
LOS can not be provided
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 21
Scott’s Hill Loop Road at Pandion Drive
This unsignalized intersection currently operates at LOS B during the AM and PM
peaks. In 2020 future no build conditions and 2020 future build conditions, it is expected
to remain unchanged. Therefore, no improvements are recommended.
Table 5.6 - Scott's Hill Loop Road at Pandion Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2018 Existing
B (10.8)
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) B
(10.8) B
(10.8)
A (0.0) A (1.0) B (10.8)
2020 Future No
Build
B (12.6)
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) B
(12.6) B
(12.6)
A (0.0) A (1.1) B (12.6)
2020 Future Build
B (13.0)
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) B
(13.0) B
(13.0)
A (0.0) A (1.1) B (13.0)
PM Peak Hour
2018 Existing
B (10.1)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0) B
(10.1) B
(10.1)
A (0.0) A (0.4) B (10.1)
2020 Future No
Build
B (11.0)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0) B
(11.0) B
(11.0)
A (0.0) A (0.4) B (11.0)
2020 Future Build
B (11.1)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0) B
(11.1) B
(11.1)
A (0.0) A (0.4) B (11.1)
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 22
6.0 Queue Results
Below in Table 6.1 are the queue results for all exclusive turn lanes. Recommended improvements are illustrated in Figure 9.
Table 6.1 - Queue Results
AM Peak Hour Queues
Scenario US 17 at Sidbury
Road US 17 at Scott's Hill Loop Road (south) US 17 at Scott's Hill Medical
Drive
US 17 at U-turn
south of
Creekwood
Road
Scott's Hill
Loop Road at
Pandion Drive
2018 Existing EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 91 237 94 238 112 116 51 0 29 22
95th Percentile
Queue (ft) 79 215 61 169 19 118 10 0 0 0
Storage Bay (ft) FULL 325 125 FULL 175 375 FULL 200 375 100
2020 Future
No Build EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 113 304 350* 279 91 93 96 0 46 0
95th Percentile
Queue (ft) 80 327 62 312 24 130 17.5 0 0 0
Storage Bay (ft) FULL 325 125 FULL 175 375 FULL 200 375 100
2020 Full Build EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 109 421 350* 780 67 115 73 0 50 0
95th Percentile
Queue (ft) 82 401 62 335 25 133 35 0 0 0
Storage Bay (ft) FULL 325 125 FULL 175 375 FULL 200 375 100
2020 Full Build
+ Imps EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 138 293 350*
95th Percentile
Queue (ft) 85 425 57
Storage Bay (ft) FULL 425 125
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 23
PM Peak Hour Queues
Scenario US 17 at Sidbury
Road US 17 at Scott's Hill Loop Road (south) US 17 at Scott's Hill Medical
Drive
US 17 at U-turn
south of
Creekwood
Drive
Scott's Hill
Loop Road at
Pandion Drive
2018 Existing EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 113 76 43 147 94 98 73 0 46 0
95th Percentile
Queue (ft) 101 103 24 117 12 97 27.5 0 0 0
Storage Bay (ft) FULL 325 125 FULL 175 375 FULL 200 375 100
2020 Future
No Build EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 108 89 50 179 449* 91 171 0 71 0
95th Percentile
Queue (ft) 96 132 28 170 33 122 32.5 0 0 0
Storage Bay (ft) FULL 325 125 FULL 175 375 FULL 200 375 100
2020 Full Build EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 180 106 72 222 111 124 191 0 49 0
95th Percentile
Queue (ft) 98 146 29 181 33 140 37.5 0 0 0
Storage Bay (ft) FULL 325 125 FULL 175 375 FULL 200 375 100
2020 Full Build
+ Imps EBR NBLU SBR WBR NBR SBLU WBR NBR SBU EBR
Max Queue (ft) 136 204 28
95th Percentile
Queue (ft) 98 146 29
Storage Bay (ft) FULL 425 125
*Queues listed as longer than the storage length are due to queues in the through lanes inhibiting vehicles trying to turn from entering the turn lane
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE9RECOMMENDED IMPROVEMENTS
BLACK = EXISTING
BLUE = PROPOSED
12
5
'
Scott's Hill Loop Road
(south)
SPEEDLIMIT55
SPEEDLIMIT55
SPEEDLIMIT
45
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
FULL
42
5
'
FULL
17
5
'
37
5
'
35
0
'
RIGHTIN /
RIGHTOUT
37
5
'
FULL
100'
Optimize signal in AM peak
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 25
7.0 Summary and Conclusion
The proposed Scott’s Hill Apartments are to be located southwest of the end of Pandion
Drive in New Hanover County, North Carolina. As currently planned, this site
development proposes 192 dwelling units of apartments. Two (2) accesses are
proposed to the site with both being on Pandion Drive.
Based on trip generation rates and equations published in Trip Generation (Institute of
Transportation Engineers, 9th Edition), this development has a trip generation potential
of 98 trips in the AM peak and 123 trips in the PM peak.
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.
For the US 17 at Sidbury Road intersection, it is recommended to extend the
northbound shared left/U-turn lane 100 feet from 325 feet of storage to 425 feet of
storage with appropriate taper. Additionally, it is recommended to optimize the signal in
the AM peak, while the PM peak operates efficiently.
In conclusion, this study has reviewed the impacts of both background traffic and this
development traffic. Please note that all accesses to the site should be designed
according to NCDOT standards.
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 26
Appendix
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 27
Trip Generation
Trip Generation Summary - Alternative 1
Project:
Alternative:
Open Date:
Analysis Date:
180224
Alternative 1
5/7/2018
5/7/2018
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
220 APT 1
192Dwelling Units
12343809878201287643644
Unadjusted Volume 000000000
Internal Capture Trips000000000
000000000
000000000
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
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 28
Level of Service Analysis
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 29
US 17 at Sidbury Road
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)009217698 000002015150
Future Volume (vph)009217698 000002015150
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.969
Satd. Flow (prot)00161101805 0000035391583
Flt Permitted0.969
Satd. Flow (perm)00161101805 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00102196109 000002239167
Shared Lane Traffic (%)
Lane Group Flow (vph)001020305 000002239167
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)27.027.027.053.053.0
Total Split (%)33.8%33.8%33.8%66.3%66.3%
Maximum Green (s)22.222.222.246.446.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)18.018.052.052.0
Actuated g/C Ratio0.220.220.650.65
v/c Ratio0.280.750.970.16
Control Delay26.440.629.46.8
Queue Delay0.00.00.00.0
Total Delay26.440.629.46.8
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCDCA
Approach Delay26.440.627.8
Approach LOSCDC
Queue Length 50th (ft)4214250029
Queue Length 95th (ft)79215#79161
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)44349623011029
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.230.610.970.16
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 74 (93%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 29.1Intersection LOS: C
Intersection Capacity Utilization 88.9%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 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00274111000
Future Volume (vph)00274111000
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)003250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00304123300
Shared Lane Traffic (%)
Lane Group Flow (vph)00304123300
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 34.0%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0094259100 000002078153
Future Volume (vph)0094259100 000002078153
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.965
Satd. Flow (prot)00161101798 0000035391583
Flt Permitted0.965
Satd. Flow (perm)00161101798 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00104288111 000002309170
Shared Lane Traffic (%)
Lane Group Flow (vph)001040399 000002309170
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)27.027.027.053.053.0
Total Split (%)33.8%33.8%33.8%66.3%66.3%
Maximum Green (s)22.222.222.246.446.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)20.520.549.549.5
Actuated g/C Ratio0.260.260.620.62
v/c Ratio0.250.871.050.17
Control Delay24.848.953.27.5
Queue Delay0.00.00.00.0
Total Delay24.848.953.27.5
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCDDA
Approach Delay24.848.950.1
Approach LOSCDD
Queue Length 50th (ft)40185~69334
Queue Length 95th (ft)80#327#83062
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)4434942191980
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.230.811.050.17
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 74 (93%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 49.1Intersection LOS: D
Intersection Capacity Utilization 95.4%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: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00359118100
Future Volume (vph)00359118100
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)003250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00399131200
Shared Lane Traffic (%)
Lane Group Flow (vph)00399131200
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.0%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0096306108 000002084153
Future Volume (vph)0096306108 000002084153
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.964
Satd. Flow (prot)00161101796 0000035391583
Flt Permitted0.964
Satd. Flow (perm)00161101796 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00107340120 000002316170
Shared Lane Traffic (%)
Lane Group Flow (vph)001070460 000002316170
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)27.027.027.053.053.0
Total Split (%)33.8%33.8%33.8%66.3%66.3%
Maximum Green (s)22.222.222.246.446.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)21.721.748.348.3
Actuated g/C Ratio0.270.270.600.60
v/c Ratio0.240.941.090.18
Control Delay24.459.765.47.7
Queue Delay0.00.00.00.0
Total Delay24.459.765.47.7
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCEEA
Approach Delay24.459.761.5
Approach LOSCEE
Queue Length 50th (ft)41223~69734
Queue Length 95th (ft)82#401#83462
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)4434932134954
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.240.931.090.18
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 74 (93%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 59.9Intersection LOS: E
Intersection Capacity Utilization 98.7%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: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00414120500
Future Volume (vph)00414120500
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)003250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00460133900
Shared Lane Traffic (%)
Lane Group Flow (vph)00460133900
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.6%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Future Build w/ Imps
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0096306108 000002084153
Future Volume (vph)0096306108 000002084153
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.964
Satd. Flow (prot)00161101796 0000035391583
Flt Permitted0.964
Satd. Flow (perm)00161101796 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00107340120 000002316170
Shared Lane Traffic (%)
Lane Group Flow (vph)001070460 000002316170
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)25.025.025.055.055.0
Total Split (%)31.3%31.3%31.3%68.8%68.8%
Maximum Green (s)20.220.220.248.448.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)20.020.050.050.0
Actuated g/C Ratio0.250.250.620.62
v/c Ratio0.271.021.050.17
Control Delay26.381.250.16.8
Queue Delay0.00.00.00.0
Total Delay26.381.250.16.8
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Future Build w/ Imps
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCFDA
Approach Delay26.381.247.1
Approach LOSCFD
Queue Length 50th (ft)43~240~67232
Queue Length 95th (ft)85#425#80957
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)4024492211989
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.271.021.050.17
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 74 (93%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.05
Intersection Signal Delay: 51.5Intersection LOS: D
Intersection Capacity Utilization 98.7%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: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts AM Future Build w/ Imps
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00414120500
Future Volume (vph)00414120500
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)004250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00460133900
Shared Lane Traffic (%)
Lane Group Flow (vph)00460133900
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.6%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)001319741 00000157859
Future Volume (vph)001319741 00000157859
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.966
Satd. Flow (prot)00161101799 0000035391583
Flt Permitted0.966
Satd. Flow (perm)00161101799 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0014610846 00000175366
Shared Lane Traffic (%)
Lane Group Flow (vph)001460154 00000175366
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)30.030.030.040.040.0
Total Split (%)42.9%42.9%42.9%57.1%57.1%
Maximum Green (s)25.225.225.233.433.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.711.748.348.3
Actuated g/C Ratio0.170.170.690.69
v/c Ratio0.540.520.720.06
Control Delay33.531.89.64.6
Queue Delay0.00.00.00.0
Total Delay33.531.89.64.6
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCCAA
Approach Delay33.531.89.5
Approach LOSCCA
Queue Length 50th (ft)59611977
Queue Length 95th (ft)10110336424
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)57564224431093
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.250.240.720.06
Intersection Summary
Area Type:Other
Cycle Length: 70
Actuated Cycle Length: 70
Offset: 35 (50%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 50
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 12.7Intersection LOS: B
Intersection Capacity Utilization 71.8%ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00138184900
Future Volume (vph)00138184900
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)003250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00153205400
Shared Lane Traffic (%)
Lane Group Flow (vph)00153205400
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.4%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0013415042 00000165760
Future Volume (vph)0013415042 00000165760
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.962
Satd. Flow (prot)00161101792 0000035391583
Flt Permitted0.962
Satd. Flow (perm)00161101792 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0014916747 00000184167
Shared Lane Traffic (%)
Lane Group Flow (vph)001490214 00000184167
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)30.030.030.040.040.0
Total Split (%)42.9%42.9%42.9%57.1%57.1%
Maximum Green (s)25.225.225.233.433.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)13.913.946.146.1
Actuated g/C Ratio0.200.200.660.66
v/c Ratio0.470.600.790.06
Control Delay28.331.813.55.7
Queue Delay0.00.00.00.0
Total Delay28.331.813.55.7
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCCBA
Approach Delay28.331.813.2
Approach LOSCCB
Queue Length 50th (ft)58852459
Queue Length 95th (ft)96132#53428
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)57564023281041
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.260.330.790.06
Intersection Summary
Area Type:Other
Cycle Length: 70
Actuated Cycle Length: 70
Offset: 35 (50%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 16.0Intersection LOS: B
Intersection Capacity Utilization 77.1%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: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00192191400
Future Volume (vph)00192191400
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)003250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00213212700
Shared Lane Traffic (%)
Lane Group Flow (vph)00213212700
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.2%ICU Level of Service B
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0014217646 00000168160
Future Volume (vph)0014217646 00000168160
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.962
Satd. Flow (prot)00161101792 0000035391583
Flt Permitted0.962
Satd. Flow (perm)00161101792 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0015819651 00000186867
Shared Lane Traffic (%)
Lane Group Flow (vph)001580247 00000186867
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)30.030.030.040.040.0
Total Split (%)42.9%42.9%42.9%57.1%57.1%
Maximum Green (s)25.225.225.233.433.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)15.215.244.844.8
Actuated g/C Ratio0.220.220.640.64
v/c Ratio0.450.630.820.07
Control Delay26.831.715.66.3
Queue Delay0.00.00.00.0
Total Delay26.831.715.66.3
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCCBA
Approach Delay26.831.715.3
Approach LOSCCB
Queue Length 50th (ft)60982729
Queue Length 95th (ft)98146#56529
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)57564022651013
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.270.390.820.07
Intersection Summary
Area Type:Other
Cycle Length: 70
Actuated Cycle Length: 70
Offset: 35 (50%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 17.8Intersection LOS: B
Intersection Capacity Utilization 79.9%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: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00222192700
Future Volume (vph)00222192700
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)003250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00247214100
Shared Lane Traffic (%)
Lane Group Flow (vph)00247214100
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.6%ICU Level of Service B
Analysis Period (min) 15
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 1
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0014217646 00000168160
Future Volume (vph)0014217646 00000168160
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000000125
Storage Lanes01000001
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected0.962
Satd. Flow (prot)00161101792 0000035391583
Flt Permitted0.962
Satd. Flow (perm)00161101792 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)55555555
Link Distance (ft)1094659471044
Travel Time (s)13.60.811.712.9
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0015819651 00000186867
Shared Lane Traffic (%)
Lane Group Flow (vph)001580247 00000186867
Turn TypePermPermNANAPerm
Protected Phases36
Permitted Phases336
Detector Phase33366
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)11.811.811.820.620.6
Total Split (s)30.030.030.040.040.0
Total Split (%)42.9%42.9%42.9%57.1%57.1%
Maximum Green (s)25.225.225.233.433.4
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)1.81.81.81.41.4
Lost Time Adjust (s)0.20.2-1.6-1.6
Total Lost Time (s)5.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)3.03.03.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)15.215.244.844.8
Actuated g/C Ratio0.220.220.640.64
v/c Ratio0.450.630.820.07
Control Delay26.831.715.66.3
Queue Delay0.00.00.00.0
Total Delay26.831.715.66.3
Lanes, Volumes, Timings
100: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 2
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCCBA
Approach Delay26.831.715.3
Approach LOSCCB
Queue Length 50th (ft)60982729
Queue Length 95th (ft)98146#56529
Internal Link Dist (ft)10141867964
Turn Bay Length (ft)125
Base Capacity (vph)57564022651013
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.270.390.820.07
Intersection Summary
Area Type:Other
Cycle Length: 70
Actuated Cycle Length: 70
Offset: 35 (50%), Referenced to phase 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 17.8Intersection LOS: B
Intersection Capacity Utilization 79.9%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: 100: US 17 & Sidbury Rd
Lanes, Volumes, Timings
101: US 17 & Sidbury Rd 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 3
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)00222192700
Future Volume (vph)00222192700
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)004250
Storage Lanes0010
Taper Length (ft)25175
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)001770353900
Flt Permitted0.950
Satd. Flow (perm)001770353900
Link Speed (mph)555555
Link Distance (ft)659451092
Travel Time (s)0.811.713.5
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00247214100
Shared Lane Traffic (%)
Lane Group Flow (vph)00247214100
Sign ControlStopFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.6%ICU Level of Service B
Analysis Period (min) 15
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 30
US 17 at Scott’s Hill Loop Road (south)
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 4
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)441660002820113085000
Future Volume (vph)441660002820113085000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000017500
Storage Lanes00010100
Taper Length (ft)25252525
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)45455555
Link Distance (ft)6916031385945
Travel Time (s)1.024.317.211.7
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)491840003130125694000
Shared Lane Traffic (%)
Lane Group Flow (vph)02330003130125694000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)12.112.112.120.220.2
Total Split (s)24.024.024.036.036.0
Total Split (%)40.0%40.0%40.0%60.0%60.0%
Maximum Green (s)18.918.918.929.829.8
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)2.12.12.11.01.0
Lost Time Adjust (s)-0.1-0.1-1.2-1.2
Total Lost Time (s)5.05.05.05.0
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)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)15.615.634.434.4
Actuated g/C Ratio0.260.260.570.57
v/c Ratio0.490.750.620.10
Control Delay21.631.78.74.3
Queue Delay0.00.00.00.0
Total Delay21.631.78.74.3
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 5
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCCAA
Approach Delay21.631.78.4
Approach LOSCCA
Queue Length 50th (ft)6910114714
Queue Length 95th (ft)11816922819
Internal Link Dist (ft)115231305865
Turn Bay Length (ft)175
Base Capacity (vph)5835102031908
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.400.610.620.10
Intersection Summary
Area Type:Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 57 (95%), Referenced to phase 2:NBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 13.8Intersection LOS: B
Intersection Capacity Utilization 72.4%ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 200: US 17 & Scott's Hill Loop Road (south)
Lanes, Volumes, Timings
201: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 6
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)00002101795
Future Volume (vph)00002101795
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25125
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)455555
Link Distance (ft)693415947
Travel Time (s)1.042.311.7
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00002331994
Shared Lane Traffic (%)
Lane Group Flow (vph)00002331994
Sign ControlStopStopFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 53.0%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 4
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)4518500041101158113000
Future Volume (vph)4518500041101158113000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000017500
Storage Lanes00010100
Taper Length (ft)25252525
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)45455555
Link Distance (ft)6916031385945
Travel Time (s)1.024.317.211.7
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)5020600045701287126000
Shared Lane Traffic (%)
Lane Group Flow (vph)025600045701287126000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)12.112.112.120.220.2
Total Split (s)24.024.024.036.036.0
Total Split (%)40.0%40.0%40.0%60.0%60.0%
Maximum Green (s)18.918.918.929.829.8
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)2.12.12.11.01.0
Lost Time Adjust (s)-0.1-0.1-1.2-1.2
Total Lost Time (s)5.05.05.05.0
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)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)18.418.431.631.6
Actuated g/C Ratio0.310.310.530.53
v/c Ratio0.450.930.690.15
Control Delay19.648.510.85.1
Queue Delay0.00.00.00.0
Total Delay19.648.510.85.1
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 5
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSBDBA
Approach Delay19.648.510.3
Approach LOSBDB
Queue Length 50th (ft)7215517022
Queue Length 95th (ft)130#31223724
Internal Link Dist (ft)115231305865
Turn Bay Length (ft)175
Base Capacity (vph)5835101862832
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.440.900.690.15
Intersection Summary
Area Type:Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 57 (95%), Referenced to phase 2:NBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 19.6Intersection LOS: B
Intersection Capacity Utilization 82.2%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 17 & Scott's Hill Loop Road (south)
Lanes, Volumes, Timings
201: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 6
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)00002301917
Future Volume (vph)00002301917
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25125
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)455555
Link Distance (ft)693415947
Travel Time (s)1.042.311.7
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00002562130
Shared Lane Traffic (%)
Lane Group Flow (vph)00002562130
Sign ControlStopStopFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.3%ICU Level of Service B
Analysis Period (min) 15
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 4
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)4519100043401213113000
Future Volume (vph)4519100043401213113000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000017500
Storage Lanes00010100
Taper Length (ft)25252525
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)45455555
Link Distance (ft)6916031385945
Travel Time (s)1.024.317.211.7
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)5021200048201348126000
Shared Lane Traffic (%)
Lane Group Flow (vph)026200048201348126000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)12.112.112.120.220.2
Total Split (s)24.024.024.036.036.0
Total Split (%)40.0%40.0%40.0%60.0%60.0%
Maximum Green (s)18.918.918.929.829.8
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)2.12.12.11.01.0
Lost Time Adjust (s)-0.1-0.1-1.2-1.2
Total Lost Time (s)5.05.05.05.0
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)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)18.818.831.231.2
Actuated g/C Ratio0.310.310.520.52
v/c Ratio0.450.950.730.15
Control Delay19.453.811.95.3
Queue Delay0.00.00.00.0
Total Delay19.453.811.95.3
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 5
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSBDBA
Approach Delay19.453.811.3
Approach LOSBDB
Queue Length 50th (ft)7416818322
Queue Length 95th (ft)133#33525525
Internal Link Dist (ft)115231305865
Turn Bay Length (ft)175
Base Capacity (vph)5845101837821
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.450.950.730.15
Intersection Summary
Area Type:Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 57 (95%), Referenced to phase 2:NBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 21.5Intersection LOS: C
Intersection Capacity Utilization 85.4%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: 200: US 17 & Scott's Hill Loop Road (south)
Lanes, Volumes, Timings
201: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 6
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)00002361966
Future Volume (vph)00002361966
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25125
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)455555
Link Distance (ft)693415947
Travel Time (s)1.042.311.7
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00002622184
Shared Lane Traffic (%)
Lane Group Flow (vph)00002622184
Sign ControlStopStopFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 57.7%ICU Level of Service B
Analysis Period (min) 15
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 4
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)614600013001973129000
Future Volume (vph)614600013001973129000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000017500
Storage Lanes00010100
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.972
Satd. Flow (prot)018110001611035391583000
Flt Permitted0.972
Satd. Flow (perm)018110001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)45455555
Link Distance (ft)6916031385945
Travel Time (s)1.024.317.211.7
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)685100014402192143000
Shared Lane Traffic (%)
Lane Group Flow (vph)011900014402192143000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)12.112.112.120.220.2
Total Split (s)27.027.027.053.053.0
Total Split (%)33.8%33.8%33.8%66.3%66.3%
Maximum Green (s)21.921.921.946.846.8
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)2.12.12.11.01.0
Lost Time Adjust (s)-0.1-0.1-1.2-1.2
Total Lost Time (s)5.05.05.05.0
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)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.711.758.358.3
Actuated g/C Ratio0.150.150.730.73
v/c Ratio0.450.610.850.12
Control Delay35.642.59.42.6
Queue Delay0.00.00.00.0
Total Delay35.642.59.42.6
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 5
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSDDAA
Approach Delay35.642.59.0
Approach LOSDDA
Queue Length 50th (ft)556932817
Queue Length 95th (ft)97117#691m12
Internal Link Dist (ft)115231305865
Turn Bay Length (ft)175
Base Capacity (vph)49844325771152
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.240.330.850.12
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 45 (56%), Referenced to phase 2:NBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 12.1Intersection LOS: B
Intersection Capacity Utilization 80.9%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.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 17 & Scott's Hill Loop Road (south)
Lanes, Volumes, Timings
201: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 6
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)00001071382
Future Volume (vph)00001071382
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25125
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)455555
Link Distance (ft)693415947
Travel Time (s)1.042.311.7
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00001191536
Shared Lane Traffic (%)
Lane Group Flow (vph)00001191536
Sign ControlStopStopFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 41.5%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 4
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)629400021202013219000
Future Volume (vph)629400021202013219000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000017500
Storage Lanes00010100
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.980
Satd. Flow (prot)018250001611035391583000
Flt Permitted0.980
Satd. Flow (perm)018250001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)45455555
Link Distance (ft)6916031385945
Travel Time (s)1.024.317.211.7
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)6910400023602237243000
Shared Lane Traffic (%)
Lane Group Flow (vph)017300023602237243000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)12.112.112.120.220.2
Total Split (s)27.027.027.053.053.0
Total Split (%)33.8%33.8%33.8%66.3%66.3%
Maximum Green (s)21.921.921.946.846.8
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)2.12.12.11.01.0
Lost Time Adjust (s)-0.1-0.1-1.2-1.2
Total Lost Time (s)5.05.05.05.0
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)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)16.216.253.853.8
Actuated g/C Ratio0.200.200.670.67
v/c Ratio0.470.730.940.23
Control Delay31.342.318.14.2
Queue Delay0.00.00.00.0
Total Delay31.342.318.14.2
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 5
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCDBA
Approach Delay31.342.316.7
Approach LOSCDB
Queue Length 50th (ft)7711145040
Queue Length 95th (ft)122170#785m33
Internal Link Dist (ft)115231305865
Turn Bay Length (ft)175
Base Capacity (vph)50144323811065
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.350.530.940.23
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 45 (56%), Referenced to phase 2:NBT, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 19.7Intersection LOS: B
Intersection Capacity Utilization 89.6%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.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 17 & Scott's Hill Loop Road (south)
Lanes, Volumes, Timings
201: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 6
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)00001561461
Future Volume (vph)00001561461
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25125
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)455555
Link Distance (ft)693415947
Travel Time (s)1.042.311.7
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00001731623
Shared Lane Traffic (%)
Lane Group Flow (vph)00001731623
Sign ControlStopStopFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 43.7%ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 4
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)6211800022502043219000
Future Volume (vph)6211800022502043219000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0000017500
Storage Lanes00010100
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.983
Satd. Flow (prot)018310001611035391583000
Flt Permitted0.983
Satd. Flow (perm)018310001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)45455555
Link Distance (ft)6916031385945
Travel Time (s)1.024.317.211.7
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)6913100025002270243000
Shared Lane Traffic (%)
Lane Group Flow (vph)020000025002270243000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)7.07.07.014.014.0
Minimum Split (s)12.112.112.120.220.2
Total Split (s)27.027.027.053.053.0
Total Split (%)33.8%33.8%33.8%66.3%66.3%
Maximum Green (s)21.921.921.946.846.8
Yellow Time (s)3.03.03.05.25.2
All-Red Time (s)2.12.12.11.01.0
Lost Time Adjust (s)-0.1-0.1-1.2-1.2
Total Lost Time (s)5.05.05.05.0
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)0.00.00.030.030.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)16.716.753.353.3
Actuated g/C Ratio0.210.210.670.67
v/c Ratio0.520.750.960.23
Control Delay32.343.021.14.4
Queue Delay0.00.00.00.0
Total Delay32.343.021.14.4
Lanes, Volumes, Timings
200: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 5
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCDCA
Approach Delay32.343.019.5
Approach LOSCDB
Queue Length 50th (ft)8911848241
Queue Length 95th (ft)140181#804m33
Internal Link Dist (ft)115231305865
Turn Bay Length (ft)175
Base Capacity (vph)50344323591055
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.400.560.960.23
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 45 (56%), Referenced to phase 2:NBT, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 22.3Intersection LOS: C
Intersection Capacity Utilization 92.5%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 17 & Scott's Hill Loop Road (south)
Lanes, Volumes, Timings
201: US 17 & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 6
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)00001801495
Future Volume (vph)00001801495
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25125
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)455555
Link Distance (ft)693415947
Travel Time (s)1.042.311.7
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)00002001661
Shared Lane Traffic (%)
Lane Group Flow (vph)00002001661
Sign ControlStopStopFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 44.7%ICU Level of Service A
Analysis Period (min) 15
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 31
US 17 at Scott’s Hill Medical Drive
HCM 2010 TWSC
300: US 17 & Scotts Hill Medical Drive 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 8
Intersection
Int Delay, s/veh0.6
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h050112815400
Future Vol, veh/h050112815400
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0---
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow056125317100
Major/MinorMinor1Major1
Conflicting Flow All-62700
Stage 1----
Stage 2----
Critical Hdwy-6.94--
Critical Hdwy Stg 1----
Critical Hdwy Stg 2----
Follow-up Hdwy-3.32--
Pot Cap-1 Maneuver0426--
Stage 10---
Stage 20---
Platoon blocked, %--
Mov Cap-1 Maneuver-426--
Mov Cap-2 Maneuver----
Stage 1----
Stage 2----
ApproachWBNB
HCM Control Delay, s14.70
HCM LOSB
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--426
HCM Lane V/C Ratio--0.13
HCM Control Delay (s)--14.7
HCM Lane LOS--B
HCM 95th %tile Q(veh)--0.4
HCM 2010 TWSC
300: US 17 & Scotts Hill Medical Drive 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 8
Intersection
Int Delay, s/veh0.8
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h069117717400
Future Vol, veh/h069117717400
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0---
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow077130819300
Major/MinorMinor1Major1
Conflicting Flow All-65400
Stage 1----
Stage 2----
Critical Hdwy-6.94--
Critical Hdwy Stg 1----
Critical Hdwy Stg 2----
Follow-up Hdwy-3.32--
Pot Cap-1 Maneuver0409--
Stage 10---
Stage 20---
Platoon blocked, %--
Mov Cap-1 Maneuver-409--
Mov Cap-2 Maneuver----
Stage 1----
Stage 2----
ApproachWBNB
HCM Control Delay, s15.80
HCM LOSC
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--409
HCM Lane V/C Ratio--0.187
HCM Control Delay (s)--15.8
HCM Lane LOS--C
HCM 95th %tile Q(veh)--0.7
HCM 2010 TWSC
300: US 17 & Scotts Hill Medical Drive 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 8
Intersection
Int Delay, s/veh1.5
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h0123117718800
Future Vol, veh/h0123117718800
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0---
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow0137130820900
Major/MinorMinor1Major1
Conflicting Flow All-65400
Stage 1----
Stage 2----
Critical Hdwy-6.94--
Critical Hdwy Stg 1----
Critical Hdwy Stg 2----
Follow-up Hdwy-3.32--
Pot Cap-1 Maneuver0409--
Stage 10---
Stage 20---
Platoon blocked, %--
Mov Cap-1 Maneuver-409--
Mov Cap-2 Maneuver----
Stage 1----
Stage 2----
ApproachWBNB
HCM Control Delay, s18.20
HCM LOSC
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--409
HCM Lane V/C Ratio--0.334
HCM Control Delay (s)--18.2
HCM Lane LOS--C
HCM 95th %tile Q(veh)--1.4
HCM 2010 TWSC
300: US 17 & Scotts Hill Medical Drive 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 8
Intersection
Int Delay, s/veh0.7
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h04820534600
Future Vol, veh/h04820534600
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0---
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow05322815100
Major/MinorMinor1Major1
Conflicting Flow All-114100
Stage 1----
Stage 2----
Critical Hdwy-6.94--
Critical Hdwy Stg 1----
Critical Hdwy Stg 2----
Follow-up Hdwy-3.32--
Pot Cap-1 Maneuver0194--
Stage 10---
Stage 20---
Platoon blocked, %--
Mov Cap-1 Maneuver-194--
Mov Cap-2 Maneuver----
Stage 1----
Stage 2----
ApproachWBNB
HCM Control Delay, s30.40
HCM LOSD
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--194
HCM Lane V/C Ratio--0.275
HCM Control Delay (s)--30.4
HCM Lane LOS--D
HCM 95th %tile Q(veh)--1.1
HCM 2010 TWSC
300: US 17 & Scotts Hill Medical Drive 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 8
Intersection
Int Delay, s/veh0.7
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h04921814700
Future Vol, veh/h04921814700
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0---
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow05424235200
Major/MinorMinor1Major1
Conflicting Flow All-121200
Stage 1----
Stage 2----
Critical Hdwy-6.94--
Critical Hdwy Stg 1----
Critical Hdwy Stg 2----
Follow-up Hdwy-3.32--
Pot Cap-1 Maneuver0174--
Stage 10---
Stage 20---
Platoon blocked, %--
Mov Cap-1 Maneuver-174--
Mov Cap-2 Maneuver----
Stage 1----
Stage 2----
ApproachWBNB
HCM Control Delay, s34.80
HCM LOSD
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--174
HCM Lane V/C Ratio--0.313
HCM Control Delay (s)--34.8
HCM Lane LOS--D
HCM 95th %tile Q(veh)--1.3
HCM 2010 TWSC
300: US 17 & Scotts Hill Medical Drive 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 8
Intersection
Int Delay, s/veh1.5
MovementWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Vol, veh/h079218110300
Future Vol, veh/h079218110300
Conflicting Peds, #/hr0 00000
Sign Control StopStopFreeFreeFreeFree
RT Channelized-None-None-None
Storage Length-0-350--
Veh in Median Storage, #0-0---
Grade, %0-0--0
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow088242311400
Major/MinorMinor1Major1
Conflicting Flow All-121200
Stage 1----
Stage 2----
Critical Hdwy-6.94--
Critical Hdwy Stg 1----
Critical Hdwy Stg 2----
Follow-up Hdwy-3.32--
Pot Cap-1 Maneuver0174--
Stage 10---
Stage 20---
Platoon blocked, %--
Mov Cap-1 Maneuver-174--
Mov Cap-2 Maneuver----
Stage 1----
Stage 2----
ApproachWBNB
HCM Control Delay, s45.10
HCM LOSE
Minor Lane/Major MvmtNBTNBRWBLn1
Capacity (veh/h)--174
HCM Lane V/C Ratio--0.504
HCM Control Delay (s)--45.1
HCM Lane LOS--E
HCM 95th %tile Q(veh)--2.5
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 32
US 17 at U-turn south of Creekwood
Road
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 9
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)3500121600
Future Volume (vph)3500121600
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)177000353900
Flt Permitted0.950
Satd. Flow (perm)177000353900
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)911084506
Travel Time (s)2.113.46.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)3900135100
Shared Lane Traffic (%)
Lane Group Flow (vph)3900135100
Turn Typepm+ptNA
Protected Phases72!
Permitted Phases2!
Detector Phase72
Switch Phase
Minimum Initial (s)7.014.0
Minimum Split (s)13.420.6
Total Split (s)21.039.0
Total Split (%)35.0%65.0%
Maximum Green (s)14.632.4
Yellow Time (s)3.05.2
All-Red Time (s)3.41.4
Lost Time Adjust (s)-1.4-1.6
Total Lost Time (s)5.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.4
Time Before Reduce (s)0.015.0
Time To Reduce (s)0.030.0
Recall ModeNoneC-Max
Act Effct Green (s)60.052.6
Actuated g/C Ratio1.000.88
v/c Ratio0.020.44
Control Delay0.02.9
Queue Delay0.00.0
Total Delay0.02.9
LOSAA
Approach Delay2.9
Approach LOSA
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 10
Lane GroupEBLEBRNBLNBTSBTSBR
Queue Length 50th (ft)00
Queue Length 95th (ft)0138
Internal Link Dist (ft)111004426
Turn Bay Length (ft)
Base Capacity (vph)17703105
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.020.44
Intersection Summary
Area Type:Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 12 (20%), Referenced to phase 2:NBEB, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.44
Intersection Signal Delay: 2.8Intersection LOS: A
Intersection Capacity Utilization 99.4%ICU Level of Service F
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 400: US 17 & U-Turn south of Creekwood Road
Lanes, Volumes, Timings
401: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 11
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)0000352107
Future Volume (vph)0000352107
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25275
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)305555
Link Distance (ft)9110703415
Travel Time (s)2.113.342.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)0000392341
Shared Lane Traffic (%)
Lane Group Flow (vph)0000392341
Sign ControlFreeFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 141.0%ICU Level of Service H
Analysis Period (min) 15
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 9
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)3600128400
Future Volume (vph)3600128400
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)177000353900
Flt Permitted0.950
Satd. Flow (perm)177000353900
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)911084506
Travel Time (s)2.113.46.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)4000142700
Shared Lane Traffic (%)
Lane Group Flow (vph)4000142700
Turn Typepm+ptNA
Protected Phases72!
Permitted Phases2!
Detector Phase72
Switch Phase
Minimum Initial (s)7.014.0
Minimum Split (s)13.420.6
Total Split (s)21.039.0
Total Split (%)35.0%65.0%
Maximum Green (s)14.632.4
Yellow Time (s)3.05.2
All-Red Time (s)3.41.4
Lost Time Adjust (s)-1.4-1.6
Total Lost Time (s)5.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.4
Time Before Reduce (s)0.015.0
Time To Reduce (s)0.030.0
Recall ModeNoneC-Max
Act Effct Green (s)60.052.6
Actuated g/C Ratio1.000.88
v/c Ratio0.020.46
Control Delay0.03.1
Queue Delay0.00.0
Total Delay0.03.1
LOSAA
Approach Delay3.1
Approach LOSA
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 10
Lane GroupEBLEBRNBLNBTSBTSBR
Queue Length 50th (ft)00
Queue Length 95th (ft)0151
Internal Link Dist (ft)111004426
Turn Bay Length (ft)
Base Capacity (vph)17703105
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.020.46
Intersection Summary
Area Type:Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 12 (20%), Referenced to phase 2:NBEB, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 3.0Intersection LOS: A
Intersection Capacity Utilization 104.9%ICU Level of Service G
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 400: US 17 & U-Turn south of Creekwood Road
Lanes, Volumes, Timings
401: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 11
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)0000362241
Future Volume (vph)0000362241
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25275
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)305555
Link Distance (ft)9110703415
Travel Time (s)2.113.342.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)0000402490
Shared Lane Traffic (%)
Lane Group Flow (vph)0000402490
Sign ControlFreeFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 141.0%ICU Level of Service H
Analysis Period (min) 15
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 9
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)3800129600
Future Volume (vph)3800129600
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)177000353900
Flt Permitted0.950
Satd. Flow (perm)177000353900
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)911084506
Travel Time (s)2.113.46.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)4200144000
Shared Lane Traffic (%)
Lane Group Flow (vph)4200144000
Turn Typepm+ptNA
Protected Phases72!
Permitted Phases2!
Detector Phase72
Switch Phase
Minimum Initial (s)7.014.0
Minimum Split (s)13.420.6
Total Split (s)21.039.0
Total Split (%)35.0%65.0%
Maximum Green (s)14.632.4
Yellow Time (s)3.05.2
All-Red Time (s)3.41.4
Lost Time Adjust (s)-1.4-1.6
Total Lost Time (s)5.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.4
Time Before Reduce (s)0.015.0
Time To Reduce (s)0.030.0
Recall ModeNoneC-Max
Act Effct Green (s)60.052.6
Actuated g/C Ratio1.000.88
v/c Ratio0.020.46
Control Delay0.03.1
Queue Delay0.00.0
Total Delay0.03.1
LOSAA
Approach Delay3.1
Approach LOSA
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 10
Lane GroupEBLEBRNBLNBTSBTSBR
Queue Length 50th (ft)00
Queue Length 95th (ft)0154
Internal Link Dist (ft)111004426
Turn Bay Length (ft)
Base Capacity (vph)17703105
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.020.46
Intersection Summary
Area Type:Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 12 (20%), Referenced to phase 2:NBEB, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.46
Intersection Signal Delay: 3.0Intersection LOS: A
Intersection Capacity Utilization 106.6%ICU Level of Service G
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 400: US 17 & U-Turn south of Creekwood Road
Lanes, Volumes, Timings
401: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 11
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)0000382288
Future Volume (vph)0000382288
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25275
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)305555
Link Distance (ft)9110703415
Travel Time (s)2.113.342.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)0000422542
Shared Lane Traffic (%)
Lane Group Flow (vph)0000422542
Sign ControlFreeFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 141.0%ICU Level of Service H
Analysis Period (min) 15
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 9
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)1900204400
Future Volume (vph)1900204400
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)177000353900
Flt Permitted0.950
Satd. Flow (perm)177000353900
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)911084506
Travel Time (s)2.113.46.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)2100227100
Shared Lane Traffic (%)
Lane Group Flow (vph)2100227100
Turn Typepm+ptNA
Protected Phases72!
Permitted Phases2!
Detector Phase72
Switch Phase
Minimum Initial (s)7.014.0
Minimum Split (s)13.420.6
Total Split (s)20.060.0
Total Split (%)25.0%75.0%
Maximum Green (s)13.653.4
Yellow Time (s)3.05.2
All-Red Time (s)3.41.4
Lost Time Adjust (s)-1.4-1.6
Total Lost Time (s)5.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.4
Time Before Reduce (s)0.015.0
Time To Reduce (s)0.030.0
Recall ModeNoneC-Max
Act Effct Green (s)80.072.6
Actuated g/C Ratio1.000.91
v/c Ratio0.010.71
Control Delay0.04.9
Queue Delay0.00.0
Total Delay0.04.9
LOSAA
Approach Delay4.9
Approach LOSA
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 10
Lane GroupEBLEBRNBLNBTSBTSBR
Queue Length 50th (ft)00
Queue Length 95th (ft)0396
Internal Link Dist (ft)111004426
Turn Bay Length (ft)
Base Capacity (vph)17703213
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.010.71
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 2 (3%), Referenced to phase 2:NBEB, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 4.8Intersection LOS: A
Intersection Capacity Utilization 110.4%ICU Level of Service H
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 400: US 17 & U-Turn south of Creekwood Road
Lanes, Volumes, Timings
401: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 11
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)0000191680
Future Volume (vph)0000191680
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25275
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)305555
Link Distance (ft)9110703415
Travel Time (s)2.113.342.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)0000211867
Shared Lane Traffic (%)
Lane Group Flow (vph)0000211867
Sign ControlFreeFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 141.0%ICU Level of Service H
Analysis Period (min) 15
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 9
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)1900217200
Future Volume (vph)1900217200
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)177000353900
Flt Permitted0.950
Satd. Flow (perm)177000353900
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)911084506
Travel Time (s)2.113.46.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)2100241300
Shared Lane Traffic (%)
Lane Group Flow (vph)2100241300
Turn Typepm+ptNA
Protected Phases72!
Permitted Phases2!
Detector Phase72
Switch Phase
Minimum Initial (s)7.014.0
Minimum Split (s)13.420.6
Total Split (s)20.060.0
Total Split (%)25.0%75.0%
Maximum Green (s)13.653.4
Yellow Time (s)3.05.2
All-Red Time (s)3.41.4
Lost Time Adjust (s)-1.4-1.6
Total Lost Time (s)5.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.4
Time Before Reduce (s)0.015.0
Time To Reduce (s)0.030.0
Recall ModeNoneC-Max
Act Effct Green (s)80.072.6
Actuated g/C Ratio1.000.91
v/c Ratio0.010.75
Control Delay0.06.0
Queue Delay0.00.0
Total Delay0.06.0
LOSAA
Approach Delay6.0
Approach LOSA
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 10
Lane GroupEBLEBRNBLNBTSBTSBR
Queue Length 50th (ft)00
Queue Length 95th (ft)0486
Internal Link Dist (ft)111004426
Turn Bay Length (ft)
Base Capacity (vph)17703213
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.010.75
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 2 (3%), Referenced to phase 2:NBEB, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 5.9Intersection LOS: A
Intersection Capacity Utilization 116.3%ICU Level of Service H
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 400: US 17 & U-Turn south of Creekwood Road
Lanes, Volumes, Timings
401: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 11
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)0000191765
Future Volume (vph)0000191765
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25275
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)305555
Link Distance (ft)9110703415
Travel Time (s)2.113.342.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)0000211961
Shared Lane Traffic (%)
Lane Group Flow (vph)0000211961
Sign ControlFreeFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 141.0%ICU Level of Service H
Analysis Period (min) 15
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 9
Lane GroupEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (vph)2700222000
Future Volume (vph)2700222000
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.000.951.001.00
Frt
Flt Protected0.950
Satd. Flow (prot)177000353900
Flt Permitted0.950
Satd. Flow (perm)177000353900
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)911084506
Travel Time (s)2.113.46.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)3000246700
Shared Lane Traffic (%)
Lane Group Flow (vph)3000246700
Turn Typepm+ptNA
Protected Phases72!
Permitted Phases2!
Detector Phase72
Switch Phase
Minimum Initial (s)7.014.0
Minimum Split (s)13.420.6
Total Split (s)20.060.0
Total Split (%)25.0%75.0%
Maximum Green (s)13.653.4
Yellow Time (s)3.05.2
All-Red Time (s)3.41.4
Lost Time Adjust (s)-1.4-1.6
Total Lost Time (s)5.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.4
Time Before Reduce (s)0.015.0
Time To Reduce (s)0.030.0
Recall ModeNoneC-Max
Act Effct Green (s)80.072.6
Actuated g/C Ratio1.000.91
v/c Ratio0.020.77
Control Delay0.06.5
Queue Delay0.00.0
Total Delay0.06.5
LOSAA
Approach Delay6.5
Approach LOSA
Lanes, Volumes, Timings
400: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 10
Lane GroupEBLEBRNBLNBTSBTSBR
Queue Length 50th (ft)00
Queue Length 95th (ft)0531
Internal Link Dist (ft)111004426
Turn Bay Length (ft)
Base Capacity (vph)17703213
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.020.77
Intersection Summary
Area Type:Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 2 (3%), Referenced to phase 2:NBEB, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 6.4Intersection LOS: A
Intersection Capacity Utilization 118.4%ICU Level of Service H
Analysis Period (min) 15
! Phase conflict between lane groups.
Splits and Phases: 400: US 17 & U-Turn south of Creekwood Road
Lanes, Volumes, Timings
401: US 17 & U-Turn south of Creekwood Road 06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 11
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)0000271791
Future Volume (vph)0000271791
Ideal Flow (vphpl)190019001900190019001900
Storage Length (ft)000375
Storage Lanes0001
Taper Length (ft)25275
Lane Util. Factor1.001.001.001.001.000.95
Frt
Flt Protected0.950
Satd. Flow (prot)000017703539
Flt Permitted0.950
Satd. Flow (perm)000017703539
Link Speed (mph)305555
Link Distance (ft)9110703415
Travel Time (s)2.113.342.3
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)0000301990
Shared Lane Traffic (%)
Lane Group Flow (vph)0000301990
Sign ControlFreeFreeFree
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 141.0%ICU Level of Service H
Analysis Period (min) 15
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 33
Scott’s Hill Loop Road ay Pandion Drive
HCM 2010 TWSC
500: Pandion Drive & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Exist
C. Steiss Page 13
Intersection
Int Delay, s/veh4
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h341451710314810
Future Vol, veh/h341451710314810
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length-100--0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow381611911416411
Major/MinorMajor1Major2Minor1
Conflicting Flow All0038019038
Stage 1----38-
Stage 2----152-
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--1572-7991034
Stage 1----984-
Stage 2----876-
Platoon blocked, %---
Mov Cap-1 Maneuver--1572-7891034
Mov Cap-2 Maneuver----789-
Stage 1----984-
Stage 2----865-
ApproachEBWBNB
HCM Control Delay, s0110.8
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)801--1572-
HCM Lane V/C Ratio0.219--0.012-
HCM Control Delay (s)10.8--7.30
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)0.8--0-
HCM 2010 TWSC
500: Pandion Drive & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM FNB
C. Steiss Page 13
Intersection
Int Delay, s/veh5.9
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h351901910527411
Future Vol, veh/h351901910527411
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length-100--0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow392112111730412
Major/MinorMajor1Major2Minor1
Conflicting Flow All0039019839
Stage 1----39-
Stage 2----159-
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--1571-7911033
Stage 1----983-
Stage 2----870-
Platoon blocked, %---
Mov Cap-1 Maneuver--1571-7801033
Mov Cap-2 Maneuver----780-
Stage 1----983-
Stage 2----858-
ApproachEBWBNB
HCM Control Delay, s01.112.6
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)787--1571-
HCM Lane V/C Ratio0.402--0.013-
HCM Control Delay (s)12.6--7.30
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)2--0-
HCM 2010 TWSC
500: Pandion Drive & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts AM Future Build
C. Steiss Page 13
Intersection
Int Delay, s/veh6.2
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h351961910529711
Future Vol, veh/h351961910529711
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length-100--0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow392182111733012
Major/MinorMajor1Major2Minor1
Conflicting Flow All0039019839
Stage 1----39-
Stage 2----159-
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--1571-7911033
Stage 1----983-
Stage 2----870-
Platoon blocked, %---
Mov Cap-1 Maneuver--1571-7801033
Mov Cap-2 Maneuver----780-
Stage 1----983-
Stage 2----858-
ApproachEBWBNB
HCM Control Delay, s01.113
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)787--1571-
HCM Lane V/C Ratio0.435--0.013-
HCM Control Delay (s)13--7.30
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)2.2--0-
HCM 2010 TWSC
500: Pandion Drive & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Exist
C. Steiss Page 13
Intersection
Int Delay, s/veh2
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h13716467492
Future Vol, veh/h13716467492
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length-100--0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow15218474542
Major/MinorMajor1Major2Minor1
Conflicting Flow All001520235152
Stage 1----152-
Stage 2----83-
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--1429-753894
Stage 1----876-
Stage 2----940-
Platoon blocked, %---
Mov Cap-1 Maneuver--1429-751894
Mov Cap-2 Maneuver----751-
Stage 1----876-
Stage 2----937-
ApproachEBWBNB
HCM Control Delay, s00.410.1
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)756--1429-
HCM Lane V/C Ratio0.075--0.003-
HCM Control Delay (s)10.1--7.50
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)0.2--0-
HCM 2010 TWSC
500: Pandion Drive & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM FNB
C. Steiss Page 13
Intersection
Int Delay, s/veh3
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h1401504681292
Future Vol, veh/h1401504681292
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length-100--0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow1561674761432
Major/MinorMajor1Major2Minor1
Conflicting Flow All001560240156
Stage 1----156-
Stage 2----84-
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--1424-748890
Stage 1----872-
Stage 2----939-
Platoon blocked, %---
Mov Cap-1 Maneuver--1424-746890
Mov Cap-2 Maneuver----746-
Stage 1----872-
Stage 2----936-
ApproachEBWBNB
HCM Control Delay, s00.411
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)748--1424-
HCM Lane V/C Ratio0.195--0.003-
HCM Control Delay (s)11--7.50
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)0.7--0-
HCM 2010 TWSC
500: Pandion Drive & Scott's Hill Loop Road (south)06/29/2018
180224 Scott's Hill Apts PM Future Build
C. Steiss Page 13
Intersection
Int Delay, s/veh3.1
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h1401744681422
Future Vol, veh/h1401744681422
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length-100--0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow1561934761582
Major/MinorMajor1Major2Minor1
Conflicting Flow All001560240156
Stage 1----156-
Stage 2----84-
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--1424-748890
Stage 1----872-
Stage 2----939-
Platoon blocked, %---
Mov Cap-1 Maneuver--1424-746890
Mov Cap-2 Maneuver----746-
Stage 1----872-
Stage 2----936-
ApproachEBWBNB
HCM Control Delay, s00.411.1
HCM LOSB
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)748--1424-
HCM Lane V/C Ratio0.214--0.003-
HCM Control Delay (s)11.1--7.50
HCM Lane LOSB--AA
HCM 95th %tile Q(veh)0.8--0-
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 34
Queueing and Blocking Reports
Queuing and Blocking Report
AM Exist 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)9111246849994
Average Queue (ft)377623919039
95th Queue (ft)748834633284
Link Distance (ft)10362510161016
Upstream Blk Time (%)64
Queuing Penalty (veh)175
Storage Bay Dist (ft)125
Storage Blk Time (%)10
Queuing Penalty (veh)15
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)237
Average Queue (ft)75
95th Queue (ft)164
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)111238154133112
Average Queue (ft)73112898325
95th Queue (ft)10819314113272
Link Distance (ft)37151513241324
Upstream Blk Time (%)37
Queuing Penalty (veh)77
Storage Bay Dist (ft)175
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Exist 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)116
Average Queue (ft)13
95th Queue (ft)55
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)51
Average Queue (ft)24
95th Queue (ft)48
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)2997132
Average Queue (ft)171112
95th Queue (ft)385364
Link Distance (ft)4010621062
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Exist 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementEBWBNB
Directions ServedRLTLR
Maximum Queue (ft)225368
Average Queue (ft)1337
95th Queue (ft)72058
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 268
Queuing and Blocking Report
AM FNB 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)11312210311031350
Average Queue (ft)4077691626197
95th Queue (ft)879111401066451
Link Distance (ft)10362510161016
Upstream Blk Time (%)6663
Queuing Penalty (veh)23700
Storage Bay Dist (ft)125
Storage Blk Time (%)350
Queuing Penalty (veh)542
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)304
Average Queue (ft)137
95th Queue (ft)224
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)9327919814591
Average Queue (ft)771521059230
95th Queue (ft)10223616514070
Link Distance (ft)37151513241324
Upstream Blk Time (%)34
Queuing Penalty (veh)77
Storage Bay Dist (ft)175
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM FNB 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)90
Average Queue (ft)19
95th Queue (ft)62
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)96
Average Queue (ft)26
95th Queue (ft)54
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)465251
Average Queue (ft)1843
95th Queue (ft)402321
Link Distance (ft)4010621062
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM FNB 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)29112
Average Queue (ft)453
95th Queue (ft)1986
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 370
Queuing and Blocking Report
AM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)1099810551050350
Average Queue (ft)4277784768259
95th Queue (ft)798310911064486
Link Distance (ft)10362510161016
Upstream Blk Time (%)6794
Queuing Penalty (veh)27600
Storage Bay Dist (ft)125
Storage Blk Time (%)400
Queuing Penalty (veh)620
Intersection: 101: US 17 & Sidbury Rd
MovementNBNB
Directions ServedLT
Maximum Queue (ft)421380
Average Queue (ft)18513
95th Queue (ft)326125
Link Distance (ft)896
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)3
Queuing Penalty (veh)15
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)11578019616167
Average Queue (ft)7435611510929
95th Queue (ft)11270116916057
Link Distance (ft)37151513241324
Upstream Blk Time (%)33
Queuing Penalty (veh)77
Storage Bay Dist (ft)175
Storage Blk Time (%)0
Queuing Penalty (veh)0
Queuing and Blocking Report
AM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)110
Average Queue (ft)19
95th Queue (ft)70
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)73
Average Queue (ft)42
95th Queue (ft)69
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)5097113
Average Queue (ft)221210
95th Queue (ft)485754
Link Distance (ft)4010621062
Upstream Blk Time (%)2
Queuing Penalty (veh)1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)27132
Average Queue (ft)362
95th Queue (ft)18104
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 431
Queuing and Blocking Report
AM Future Build w/ Imps 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)1389310471031350
Average Queue (ft)4776553517187
95th Queue (ft)10282901861440
Link Distance (ft)10362510161016
Upstream Blk Time (%)6811
Queuing Penalty (veh)28300
Storage Bay Dist (ft)125
Storage Blk Time (%)320
Queuing Penalty (veh)500
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)293
Average Queue (ft)140
95th Queue (ft)239
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)425
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)11526218017092
Average Queue (ft)8317311310333
95th Queue (ft)11725315914366
Link Distance (ft)37151513241324
Upstream Blk Time (%)47
Queuing Penalty (veh)111
Storage Bay Dist (ft)175
Storage Blk Time (%)0
Queuing Penalty (veh)0
Queuing and Blocking Report
AM Future Build w/ Imps 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)85
Average Queue (ft)34
95th Queue (ft)78
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)112
Average Queue (ft)44
95th Queue (ft)83
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)469171
Average Queue (ft)16129
95th Queue (ft)395342
Link Distance (ft)4010621062
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
AM Future Build w/ Imps 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)30115
Average Queue (ft)455
95th Queue (ft)1989
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 445
Queuing and Blocking Report
PM Exist 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)1137626423143
Average Queue (ft)66631289011
95th Queue (ft)1149321917933
Link Distance (ft)10362510161016
Upstream Blk Time (%)51
Queuing Penalty (veh)70
Storage Bay Dist (ft)125
Storage Blk Time (%)1
Queuing Penalty (veh)1
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)56
Average Queue (ft)15
95th Queue (ft)46
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)9814728824494
Average Queue (ft)637713713625
95th Queue (ft)9813324522568
Link Distance (ft)37151513241324
Upstream Blk Time (%)27
Queuing Penalty (veh)28
Storage Bay Dist (ft)175
Storage Blk Time (%)2
Queuing Penalty (veh)3
Queuing and Blocking Report
PM Exist 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)42
Average Queue (ft)4
95th Queue (ft)19
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)73
Average Queue (ft)30
95th Queue (ft)53
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)4674119
Average Queue (ft)1355
95th Queue (ft)373541
Link Distance (ft)4010621062
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Exist 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementNB
Directions ServedLR
Maximum Queue (ft)49
Average Queue (ft)21
95th Queue (ft)38
Link Distance (ft)537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 102
Queuing and Blocking Report
PM FNB 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)1088929724550
Average Queue (ft)627017613611
95th Queue (ft)1058825721335
Link Distance (ft)10362510161016
Upstream Blk Time (%)54
Queuing Penalty (veh)104
Storage Bay Dist (ft)125
Storage Blk Time (%)6
Queuing Penalty (veh)4
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)81
Average Queue (ft)22
95th Queue (ft)66
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)91179493518449
Average Queue (ft)7710017819354
95th Queue (ft)109166342358182
Link Distance (ft)37151513241324
Upstream Blk Time (%)40
Queuing Penalty (veh)62
Storage Bay Dist (ft)175
Storage Blk Time (%)8
Queuing Penalty (veh)18
Queuing and Blocking Report
PM FNB 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)85
Average Queue (ft)18
95th Queue (ft)59
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)171
Average Queue (ft)55
95th Queue (ft)128
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)71214204
Average Queue (ft)152121
95th Queue (ft)47104100
Link Distance (ft)4010621062
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM FNB 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)2696
Average Queue (ft)133
95th Queue (ft)1060
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 188
Queuing and Blocking Report
PM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)1807927224872
Average Queue (ft)667115813213
95th Queue (ft)1278825222044
Link Distance (ft)10362510161016
Upstream Blk Time (%)55
Queuing Penalty (veh)123
Storage Bay Dist (ft)125
Storage Blk Time (%)6
Queuing Penalty (veh)4
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)106
Average Queue (ft)36
95th Queue (ft)87
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)91222355334111
Average Queue (ft)7511216716644
95th Queue (ft)11518827027092
Link Distance (ft)37151513241324
Upstream Blk Time (%)38
Queuing Penalty (veh)69
Storage Bay Dist (ft)175
Storage Blk Time (%)5
Queuing Penalty (veh)12
Queuing and Blocking Report
PM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)124
Average Queue (ft)28
95th Queue (ft)82
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)191
Average Queue (ft)50
95th Queue (ft)111
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)49173159
Average Queue (ft)101713
95th Queue (ft)369273
Link Distance (ft)4010621062
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)25106
Average Queue (ft)335
95th Queue (ft)1564
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 207
Queuing and Blocking Report
PM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 1
Intersection: 100: US 17 & Sidbury Rd
MovementEBWBSBSBSB
Directions ServedRLTTTR
Maximum Queue (ft)1369331229928
Average Queue (ft)50711681366
95th Queue (ft)1019026324225
Link Distance (ft)10362510161016
Upstream Blk Time (%)51
Queuing Penalty (veh)114
Storage Bay Dist (ft)125
Storage Blk Time (%)7
Queuing Penalty (veh)4
Intersection: 101: US 17 & Sidbury Rd
MovementNB
Directions ServedL
Maximum Queue (ft)204
Average Queue (ft)42
95th Queue (ft)126
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)425
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 200: US 17 & Scott's Hill Loop Road (south)
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)111236364336135
Average Queue (ft)7911720821751
95th Queue (ft)117195333332107
Link Distance (ft)37151513241324
Upstream Blk Time (%)37
Queuing Penalty (veh)66
Storage Bay Dist (ft)175
Storage Blk Time (%)12
Queuing Penalty (veh)27
Queuing and Blocking Report
PM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 2
Intersection: 201: US 17 & Scott's Hill Loop Road (south)
MovementSB
Directions ServedL
Maximum Queue (ft)85
Average Queue (ft)28
95th Queue (ft)73
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)375
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 300: US 17 & Scotts Hill Medical Drive
MovementWB
Directions ServedR
Maximum Queue (ft)194
Average Queue (ft)71
95th Queue (ft)152
Link Distance (ft)700
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: US 17 & U-Turn south of Creekwood Road
MovementEBNBNB
Directions ServedLTT
Maximum Queue (ft)49160149
Average Queue (ft)172624
95th Queue (ft)4410599
Link Distance (ft)4010621062
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
PM Future Build 06/28/2018
180224 Scott's Hill Apts SimTraffic Report
C. Steiss Page 3
Intersection: 401: US 17 & U-Turn south of Creekwood Road
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: 500: Pandion Drive & Scott's Hill Loop Road (south)
MovementWBNB
Directions ServedLTLR
Maximum Queue (ft)2666
Average Queue (ft)232
95th Queue (ft)1351
Link Distance (ft)790537
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 211
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 35
Traffic Volume Data
File Name : 18-0224
Site Code : 00180224
Start Date : 5/10/2018
Page No : 1
Counted by: E. Hood
Groups Printed- Cars - Buses and Trucks - Bikes on Road
US 17
Southbound
Sidbury Dr.
Westbound
US 17
Northbound
T Intersection
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 27 482 0 0 509 0 0 0 0 0 0 240 10 29 250 12 0 0 0 12 29 771 800
07:15 AM 39 552 0 0 591 0 0 0 0 0 0 266 21 30 287 17 0 0 0 17 30 895 925
07:30 AM 45 470 0 0 515 0 0 0 0 0 0 264 25 34 289 30 0 0 0 30 34 834 868
07:45 AM 36 520 0 0 556 0 0 0 0 0 0 314 26 48 340 26 0 0 0 26 48 922 970
Total 147 2024 0 0 2171 0 0 0 0 0 0 1084 82 141
1166 85 0 0 0 85 141 3422 3563
08:00 AM 30 473 0 0 503 0 0 0 0 0 0 266 26 64 292 19 0 0 0 19 64 814 878
08:15 AM 30 428 0 0 458 0 0 0 0 0 0 316 18 80 334 33 0 0 0 33 80 825 905
08:30 AM 16 411 0 0 427 0 0 0 0 0 0 257 12 40 269 26 0 0 0 26 40 722 762
08:45 AM 25 435 0 0 460 0 0 0 0 0 0 272 30 41 302 25 0 0 0 25 41 787 828
Total 101 1747 0 0 1848 0 0 0 0 0 0 1111 86 225
1197 103 0 0 0 103 225 3148 3373
*** BREAK ***
04:00 PM 15 339 0 0 354 0 0 0 0 0 0 413 22 47 435 50 0 0 0 50 47 839 886
04:15 PM 8 363 0 0 371 0 0 0 0 0 0 461 16 30 477 45 0 0 0 45 30 893 923
04:30 PM 17 408 0 0 425 0 0 0 0 0 0 455 10 31 465 28 0 0 0 28 31 918 949
04:45 PM 18 390 0 0 408 0 0 0 0 0 0 464 11 20 475 37 0 0 0 37 20 920 940
Total 58 1500 0 0 1558 0 0 0 0 0 0 1793 59 128
1852 160 0 0 0 160 128 3570 3698
05:00 PM 15 392 0 0 407 0 0 0 0 0 0 473 11 25 484 33 0 0 0 33 25 924 949
05:15 PM 9 388 0 0 397 0 0 0 0 0 0 457 9 21 466 33 0 0 0 33 21 896 917
05:30 PM 15 379 0 0 394 0 0 0 0 0 0 466 14 18 480 30 0 0 0 30 18 904 922
05:45 PM 11 386 0 0 397 0 0 0 0 0 0 456 13 18 469 30 0 0 0 30 18 896 914
Total 50 1545 0 0 1595 0 0 0 0 0 0 1852 47 82 1899 126 0 0 0 126 82 3620 3702
*** BREAK ***
Grand Total 356 6816 0 0 7172 0 0 0 0 0 0 5840 274 576
6114 474 0 0 0 474 576 13760 14336
Apprch %5 95 0 0 0 0 0 95.5 4.5 100 0 0
Total %2.6 49.5 0 52.1 0 0 0 0 0 42.4 2 44.4 3.4 0 0 3.4 4 96
Cars 344 6528 0 6872 0 0 0 0 0 5480 235 6282 429 0 0 429 0 0 13583
% Cars 96.6 95.8 0 0 95.8 0 0 0 0 0 0 93.8 85.8 98.4 93.9 90.5 0 0 0 90.5 0 0 94.7
Buses and Trucks 12 288 0 300 0 0 0 0 0 360 39 408 45 0 0 45 0 0 753
% Buses and Trucks 3.4 4.2 0 0 4.2 0 0 0 0 0 0 6.2 14.2 1.6 6.1 9.5 0 0 0 9.5 0 0 5.3
Bikes on Road 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 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 18-0224
Site Code : 00180224
Start Date : 5/10/2018
Page No : 2
US 17
T
I
n
t
e
r
s
e
c
t
i
o
n
S
i
d
b
u
r
y
D
r
.
US 17
Right
344
12
0
356
Thru
6528
288
0
6816
Left
0
0
0
0
InOut Total
5480 6872 12352
360 300 660
0 0 0
5840 13012 7172
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
235
39
0
274
Thru
5480
360
0
5840
Right
0
0
0
0
Out TotalIn
6957 5715 12672
333 399 732
0 0 0
7290 13404 6114
Le
f
t
0 0 0 0
Th
r
u
0 0 0 0
Ri
g
h
t
42
9
45
0
47
4
To
t
a
l
Ou
t
In
57
9
42
9
10
0
8
51
45
96
0
0
0
63
0
11
0
4
47
4
5/10/2018 07:00 AM
5/10/2018 08:45 PM
Cars
Buses and Trucks
Bikes on Road
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 18-0224
Site Code : 00180224
Start Date : 5/10/2018
Page No : 3
US 17
Southbound
Sidbury Dr.
Westbound
US 17
Northbound
T Intersection
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 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 39 552 0 591 0 0 0 0 0 266 21 287 17 0 0 17 895
07:30 AM 45 470 0 515 0 0 0 0 0 264 25 289 30 0 0 30 834
07:45 AM 36 520 0 556 0 0 0 0 0 314 26 340 26 0 0 26 922
08:00 AM 30 473 0 503 0 0 0 0 0 266 26 292 19 0 0 19 814
Total Volume 150 2015 0 2165 0 0 0 0 0 1110 98 1208 92 0 0 92 3465
% App. Total 6.9 93.1 0 0 0 0 0 91.9 8.1 100 0 0
PHF .833 .913 .000 .916 .000 .000 .000 .000 .000 .884 .942 .888 .767 .000 .000 .767 .940
Cars 149 1951 0 2100 0 0 0 0 0 1000 88 1088 82 0 0 82 3270
% Cars 99.3 96.8 0 97.0 0 0 0 0 0 90.1 89.8 90.1 89.1 0 0 89.1 94.4
Buses and Trucks 1 64 0 65 0 0 0 0 0 110 10 120 10 0 0 10 195
% Buses and Trucks 0.7 3.2 0 3.0 0 0 0 0 0 9.9 10.2 9.9 10.9 0 0 10.9 5.6
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
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 18-0224
Site Code : 00180224
Start Date : 5/10/2018
Page No : 4
US 17
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Right
149
1
0
150
Thru
1951
64
0
2015
Left
0
0
0
0
InOut Total
1000 2100 3100
110 65 175
0 0 0
1110 3275 2165
Ri
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h
t
0 0 0 0
Th
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0 0 0 0
Le
f
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0 0 0 0
Ou
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To
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a
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In
0
0
0
0
0
0
0
0
0
0
0
0
Left
88
10
0
98
Thru
1000
110
0
1110
Right
0
0
0
0
Out TotalIn
2033 1088 3121
74 120 194
0 0 0
2107 3315 1208
Le
f
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0 0 0 0
Th
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0 0 0 0
Ri
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h
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82
10
0
92
To
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a
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Ou
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In
23
7
82
31
9
11
10
21
0
0
0
24
8
34
0
92
Peak Hour Begins at 07:15 AM
Cars
Buses and Trucks
Bikes on Road
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 18-0224
Site Code : 00180224
Start Date : 5/10/2018
Page No : 5
US 17
Southbound
Sidbury Dr.
Westbound
US 17
Northbound
T Intersection
EastboundStart 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 01:00 PM to 07:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 17 408 0 425 0 0 0 0 0 455 10 465 28 0 0 28 918
04:45 PM 18 390 0 408 0 0 0 0 0 464 11 475 37 0 0 37 920
05:00 PM 15 392 0 407 0 0 0 0 0 473 11 484 33 0 0 33 924
05:15 PM 9 388 0 397 0 0 0 0 0 457 9 466 33 0 0 33 896
Total Volume 59 1578 0 1637 0 0 0 0 0 1849 41 1890 131 0 0 131 3658
% App. Total 3.6 96.4 0 0 0 0 0 97.8 2.2 100 0 0
PHF .819 .967 .000 .963 .000 .000 .000 .000 .000 .977 .932 .976 .885 .000 .000 .885 .990
Cars 54 1505 0 1559 0 0 0 0 0 1772 34 1806 123 0 0 123 3488
% Cars 91.5 95.4 0 95.2 0 0 0 0 0 95.8 82.9 95.6 93.9 0 0 93.9 95.4
Buses and Trucks 5 73 0 78 0 0 0 0 0 77 7 84 8 0 0 8 170
% Buses and Trucks 8.5 4.6 0 4.8 0 0 0 0 0 4.2 17.1 4.4 6.1 0 0 6.1 4.6
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
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 18-0224
Site Code : 00180224
Start Date : 5/10/2018
Page No : 6
US 17
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Right
54
5
0
59
Thru
1505
73
0
1578
Left
0
0
0
0
InOut Total
1772 1559 3331
77 78 155
0 0 0
1849 3486 1637
Ri
g
h
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0 0 0 0
Th
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0 0 0 0
Le
f
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0 0 0 0
Ou
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To
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a
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In
0
0
0
0
0
0
0
0
0
0
0
0
Left
34
7
0
41
Thru
1772
77
0
1849
Right
0
0
0
0
Out TotalIn
1628 1806 3434
81 84 165
0 0 0
1709 3599 1890
Le
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0 0 0 0
Th
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0 0 0 0
Ri
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12
3
8 0
13
1
To
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a
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Ou
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In
88
12
3
21
1
12
8
20
0
0
0
10
0
23
1
13
1
Peak Hour Begins at 04:30 PM
Cars
Buses and Trucks
Bikes on Road
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US 17 at Scotts Hill Loop
Site Code : 00180224
Start Date : 5/10/2018
Page No : 1
Counted by: M. Boykin
Groups Printed- Cars - Buses and Trucks - Bicycles on Road
US 17
Southbound
Scotts Hill Loop Rd.
Westbound
US 17
Northbound
T Intersection
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 0 479 63 8 542 91 0 0 0 91 14 293 0 0 307 0 0 0 0 0 8 940 948
07:15 AM 0 487 45 12 532 77 0 0 0 77 10 312 0 0 322 0 0 0 0 0 12 931 943
07:30 AM 0 435 16 18 451 51 0 0 0 51 23 245 0 0 268 0 0 0 0 0 18 770 788
07:45 AM 0 394 42 6 436 63 0 0 0 63 38 280 0 0 318 0 0 0 0 0 6 817 823
Total 0 1795 166 44 1961 282 0 0 0 282 85 1130 0 0 1215 0 0 0 0 0 44 3458 3502
08:00 AM 0 385 8 20 393 69 0 0 0 69 19 216 0 0 235 0 0 0 0 0 20 697 717
08:15 AM 0 401 7 15 408 30 0 0 0 30 8 255 0 0 263 0 0 0 0 0 15 701 716
08:30 AM 0 348 6 13 354 27 0 0 0 27 11 271 0 0 282 0 0 0 0 0 13 663 676
08:45 AM 0 327 2 14 329 24 0 0 0 24 19 245 0 0 264 0 0 0 0 0 14 617 631
Total 0 1461 23 62 1484 150 0 0 0 150 57 987 0 0 1044 0 0 0 0 0 62 2678 2740
*** BREAK ***
04:00 PM 0 384 13 21 397 57 0 0 0 57 32 509 0 0 541 0 0 0 0 0 21 995 1016
04:15 PM 0 360 10 19 370 26 0 0 0 26 37 537 0 0 574 0 0 0 0 0 19 970 989
04:30 PM 0 316 11 14 327 22 0 0 0 22 34 493 0 0 527 0 0 0 0 0 14 876 890
04:45 PM 0 322 12 7 334 25 0 0 1 25 26 434 0 0 460 0 0 0 0 0 8 819 827
Total 0 1382 46 61 1428 130 0 0 1 130 129 1973 0 0 2102 0 0 0 0 0 62 3660 3722
05:00 PM 0 308 5 9 313 20 0 0 1 20 29 412 0 0 441 0 0 0 0 0 10 774 784
05:15 PM 0 298 14 9 312 22 0 0 0 22 24 366 0 0 390 0 0 0 0 0 9 724 733
05:30 PM 0 235 7 10 242 18 0 0 0 18 13 278 0 0 291 0 0 0 0 0 10 551 561
05:45 PM 0 181 3 5 184 23 0 0 0 23 31 260 0 0 291 0 0 0 0 0 5 498 503
Total 0 1022 29 33 1051 83 0 0 1 83 97 1316 0 0 1413 0 0 0 0 0 34 2547 2581
Grand Total 0 5660 264 200
5924 645 0 0 2 645 368 5406 0 0 5774 0 0 0 0 0 202 12343 12545
Apprch %0 95.5 4.5 100 0 0 6.4 93.6 0 0 0 0
Total %0 45.9 2.1 48 5.2 0 0 5.2 3 43.8 0 46.8 0 0 0 0 1.6 98.4
Cars 0 5567 264 6030 644 0 0 646 366 5306 0 5672 0 0 0 0 0 0 12348
% Cars 0 98.4 100 99.5 98.5 99.8 0 0 100 99.8 99.5 98.2 0 0 98.2 0 0 0 0 0 0 0 98.4
Buses and Trucks 0 93 0 93 1 0 0 1 2 100 0 102 0 0 0 0 0 0 196
% Buses and Trucks 0 1.6 0 0 1.5 0.2 0 0 0 0.2 0.5 1.8 0 0 1.8 0 0 0 0 0 0 0 1.6
Bicycles on Road 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
% Bicycles on Road 0 0 0 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US 17 at Scotts Hill Loop
Site Code : 00180224
Start Date : 5/10/2018
Page No : 2
US 17
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Right
0
0
0
0
Thru
5567
93
0
5660
Left
264
0
0
264
InOut Total
5950 5831 11781
101 93 194
0 0 0
6051 11975 5924
Ri
g
h
t
64
4
1 0
64
5
Th
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0 0 0 0
Le
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0 0 0 0
Ou
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To
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a
l
In
63
0
64
4
12
7
4
2
1
3
0
0
0
63
2
12
7
7
64
5
Left
0
0
0
0
Thru
5306
100
0
5406
Right
366
2
0
368
Out TotalIn
5567 5672 11239
93 102 195
0 0 0
5660 11434 5774
Le
f
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0 0 0 0
Th
r
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0 0 0 0
Ri
g
h
t
0 0 0 0
To
t
a
l
Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
5/10/2018 07:00 AM
5/10/2018 05:45 PM
Cars
Buses and Trucks
Bicycles on Road
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US 17 at Scotts Hill Loop
Site Code : 00180224
Start Date : 5/10/2018
Page No : 3
US 17
Southbound
Scotts Hill Loop Rd.
Westbound
US 17
Northbound
T Intersection
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 0 479 63 542 91 0 0 91 14 293 0 307 0 0 0 0 940
07:15 AM 0 487 45 532 77 0 0 77 10 312 0 322 0 0 0 0 931
07:30 AM 0 435 16 451 51 0 0 51 23 245 0 268 0 0 0 0 770
07:45 AM 0 394 42 436 63 0 0 63 38 280 0 318 0 0 0 0 817
Total Volume 0 1795 166 1961 282 0 0 282 85 1130 0 1215 0 0 0 0 3458
% App. Total 0 91.5 8.5 100 0 0 7 93 0 0 0 0
PHF .000 .921 .659 .905 .775 .000 .000 .775 .559 .905 .000 .943 .000 .000 .000 .000 .920
Cars 0 1764 166 1930 282 0 0 282 84 1094 0 1178 0 0 0 0 3390
% Cars 0 98.3 100 98.4 100 0 0 100 98.8 96.8 0 97.0 0 0 0 0 98.0
Buses and Trucks 0 31 0 31 0 0 0 0 1 36 0 37 0 0 0 0 68
% Buses and Trucks 0 1.7 0 1.6 0 0 0 0 1.2 3.2 0 3.0 0 0 0 0 2.0
Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US 17 at Scotts Hill Loop
Site Code : 00180224
Start Date : 5/10/2018
Page No : 4
US 17
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US 17
Right
0
0
0
0
Thru
1764
31
0
1795
Left
166
0
0
166
InOut Total
1376 1930 3306
36 31 67
0 0 0
1412 3373 1961
Ri
g
h
t
28
2
0 0
28
2
Th
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0 0 0 0
Le
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0 0 0 0
Ou
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To
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a
l
In
25
0
28
2
53
2
1
0
1
0
0
0
25
1
53
3
28
2
Left
0
0
0
0
Thru
1094
36
0
1130
Right
84
1
0
85
Out TotalIn
1764 1178 2942
31 37 68
0 0 0
1795 3010 1215
Le
f
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0 0 0 0
Th
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0 0 0 0
Ri
g
h
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0 0 0 0
To
t
a
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Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
Peak Hour Begins at 07:00 AM
Cars
Buses and Trucks
Bicycles on Road
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US 17 at Scotts Hill Loop
Site Code : 00180224
Start Date : 5/10/2018
Page No : 5
US 17
Southbound
Scotts Hill Loop Rd.
Westbound
US 17
Northbound
T Intersection
EastboundStart 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 0 384 13 397 57 0 0 57 32 509 0 541 0 0 0 0 995
04:15 PM 0 360 10 370 26 0 0 26 37 537 0 574 0 0 0 0 970
04:30 PM 0 316 11 327 22 0 0 22 34 493 0 527 0 0 0 0 876
04:45 PM 0 322 12 334 25 0 0 25 26 434 0 460 0 0 0 0 819
Total Volume 0 1382 46 1428 130 0 0 130 129 1973 0 2102 0 0 0 0 3660
% App. Total 0 96.8 3.2 100 0 0 6.1 93.9 0 0 0 0
PHF .000 .900 .885 .899 .570 .000 .000 .570 .872 .919 .000 .916 .000 .000 .000 .000 .920
Cars 0 1372 46 1418 130 0 0 130 129 1954 0 2083 0 0 0 0 3631
% Cars 0 99.3 100 99.3 100 0 0 100 100 99.0 0 99.1 0 0 0 0 99.2
Buses and Trucks 0 10 0 10 0 0 0 0 0 19 0 19 0 0 0 0 29
% Buses and Trucks 0 0.7 0 0.7 0 0 0 0 0 1.0 0 0.9 0 0 0 0 0.8
Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US 17 at Scotts Hill Loop
Site Code : 00180224
Start Date : 5/10/2018
Page No : 6
US 17
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US 17
Right
0
0
0
0
Thru
1372
10
0
1382
Left
46
0
0
46
InOut Total
2084 1418 3502
19 10 29
0 0 0
2103 3531 1428
Ri
g
h
t
13
0
0 0
13
0
Th
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0 0 0 0
Le
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0 0 0 0
Ou
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To
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a
l
In
17
5
13
0
30
5
0
0
0
0
0
0
17
5
30
5
13
0
Left
0
0
0
0
Thru
1954
19
0
1973
Right
129
0
0
129
Out TotalIn
1372 2083 3455
10 19 29
0 0 0
1382 3484 2102
Le
f
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0 0 0 0
Th
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0 0 0 0
Ri
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0 0 0 0
To
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a
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Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
Peak Hour Begins at 04:00 PM
Cars
Buses and Trucks
Bicycles on Road
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 180224 US 17 at Scotts Medical Dr. 7-9 4-6
Site Code : 00180224
Start Date : 5/10/2018
Page No : 1
Counted by: M. Boykin
Groups Printed- Cars - Buses and Trucks - Bicycles on Road
US 17
Southbound
Scotts Hill Medical Dr.
Westbound
US 17
Northbound
T Intersection
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 0 518 0 0 518 6 0 0 0 6 10 265 0 0 275 0 0 0 0 0 0 799 799
07:15 AM 0 575 0 0 575 4 0 0 0 4 18 282 0 0 300 0 0 0 0 0 0 879 879
07:30 AM 0 521 0 0 521 6 0 0 0 6 30 294 0 0 324 0 0 0 0 0 0 851 851
07:45 AM 0 514 0 0 514 17 0 0 0 17 36 283 0 0 319 0 0 0 0 0 0 850 850
Total 0 2128 0 0 2128 33 0 0 0 33 94 1124 0 0 1218 0 0 0 0 0 0 3379 3379
08:00 AM 0 490 0 0 490 23 0 0 0 23 70 269 0 0 339 0 0 0 0 0 0 852 852
08:15 AM 0 473 0 0 473 36 0 0 0 36 30 280 0 0 310 0 0 0 0 0 0 819 819
08:30 AM 0 462 0 0 462 9 0 0 0 9 7 261 0 0 268 0 0 0 0 0 0 739 739
08:45 AM 0 409 0 0 409 10 0 0 0 10 14 311 0 0 325 0 0 0 0 0 0 744 744
Total 0 1834 0 0 1834 78 0 0 0 78 121 1121 0 0 1242 0 0 0 0 0 0 3154 3154
*** BREAK ***
04:00 PM 0 382 0 0 382 10 0 0 0 10 9 421 0 0 430 0 0 0 0 0 0 822 822
04:15 PM 0 407 0 0 407 15 0 0 0 15 6 463 0 0 469 0 0 0 0 0 0 891 891
04:30 PM 0 429 0 0 429 12 0 0 0 12 14 470 0 0 484 0 0 0 0 0 0 925 925
04:45 PM 0 409 0 0 409 25 0 0 0 25 17 472 0 0 489 0 0 0 0 0 0 923 923
Total 0 1627 0 0 1627 62 0 0 0 62 46 1826 0 0 1872 0 0 0 0 0 0 3561 3561
05:00 PM 0 403 0 0 403 7 0 0 0 7 5 545 0 0 550 0 0 0 0 0 0 960 960
05:15 PM 0 372 0 0 372 4 0 0 0 4 10 566 0 0 576 0 0 0 0 0 0 952 952
05:30 PM 0 367 0 0 367 5 0 0 0 5 10 534 0 0 544 0 0 0 0 0 0 916 916
05:45 PM 0 297 0 0 297 7 0 0 0 7 5 430 0 0 435 0 0 0 0 0 0 739 739
Total 0 1439 0 0 1439 23 0 0 0 23 30 2075 0 0 2105 0 0 0 0 0 0 3567 3567
Grand Total 0 7028 0 0 7028 196 0 0 0 196 291 6146 0 0 6437 0 0 0 0 0 0 13661 13661
Apprch %0 100 0 100 0 0 4.5 95.5 0 0 0 0
Total %0 51.4 0 51.4 1.4 0 0 1.4 2.1 45 0 47.1 0 0 0 0 0 100
Cars 0 6800 0 6800 192 0 0 192 289 6022 0 6311 0 0 0 0 0 0 13303
% Cars 0 96.8 0 0 96.8 98 0 0 0 98 99.3 98 0 0 98 0 0 0 0 0 0 0 97.4
Buses and Trucks
0 228 0 228 4 0 0 4 2 124 0 126 0 0 0 0 0 0 358
% Buses and Trucks
0 3.2 0 0 3.2 2 0 0 0 2 0.7 2 0 0 2 0 0 0 0 0 0 0 2.6
Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles on Road
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 180224 US 17 at Scotts Medical Dr. 7-9 4-6
Site Code : 00180224
Start Date : 5/10/2018
Page No : 2
US 17
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US 17
Right
0
0
0
0
Thru
6800
228
0
7028
Left
0
0
0
0
InOut Total
6214 6800 13014
128 228 356
0 0 0
6342 13370 7028
Rig
h
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19
2
4 0
19
6
Th
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0 0 0 0
Le
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0 0 0 0
Ou
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To
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a
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In
28
9
19
2
48
1
2
4
6
0
0
0
29
1
48
7
19
6
Left
0
0
0
0
Thru
6022
124
0
6146
Right
289
2
0
291
Out TotalIn
6800 6311 13111
228 126 354
0 0 0
7028 13465 6437
Le
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0 0 0 0
Th
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0 0 0 0
Rig
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0 0 0 0
To
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Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
5/10/2018 07:00 AM
5/10/2018 05:45 PM
Cars
Buses and Trucks
Bicycles on Road
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 180224 US 17 at Scotts Medical Dr. 7-9 4-6
Site Code : 00180224
Start Date : 5/10/2018
Page No : 3
US 17
Southbound
Scotts Hill Medical Dr.
Westbound
US 17
Northbound
T Intersection
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 07:15 AM
07:15 AM 0 575 0 575 4 0 0 4 18 282 0 300 0 0 0 0 879
07:30 AM 0 521 0 521 6 0 0 6 30 294 0 324 0 0 0 0 851
07:45 AM 0 514 0 514 17 0 0 17 36 283 0 319 0 0 0 0 850
08:00 AM 0 490 0 490 23 0 0 23 70 269 0 339 0 0 0 0 852
Total Volume 0 2100 0 2100 50 0 0 50 154 1128 0 1282 0 0 0 0 3432
% App. Total 0 100 0 100 0 0 12 88 0 0 0 0
PHF .000 .913 .000 .913 .543 .000 .000 .543 .550 .959 .000 .945 .000 .000 .000 .000 .976
Cars 0 2026 0 2026 49 0 0 49 153 1101 0 1254 0 0 0 0 3329
% Cars 0 96.5 0 96.5 98.0 0 0 98.0 99.4 97.6 0 97.8 0 0 0 0 97.0
Buses and Trucks 0 74 0 74 1 0 0 1 1 27 0 28 0 0 0 0 103
% Buses and Trucks 0 3.5 0 3.5 2.0 0 0 2.0 0.6 2.4 0 2.2 0 0 0 0 3.0
Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 180224 US 17 at Scotts Medical Dr. 7-9 4-6
Site Code : 00180224
Start Date : 5/10/2018
Page No : 4
US 17
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US 17
Right
0
0
0
0
Thru
2026
74
0
2100
Left
0
0
0
0
InOut Total
1150 2026 3176
28 74 102
0 0 0
1178 3278 2100
Rig
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1 0
50
Th
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0 0 0 0
Le
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0 0 0 0
Ou
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To
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In
15
3
49
20
2
1
1
2
0
0
0
15
4
20
4
50
Left
0
0
0
0
Thru
1101
27
0
1128
Right
153
1
0
154
Out TotalIn
2026 1254 3280
74 28 102
0 0 0
2100 3382 1282
Le
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0 0 0 0
Th
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0 0 0 0
Rig
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0 0 0 0
To
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Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
Peak Hour Begins at 07:15 AM
Cars
Buses and Trucks
Bicycles on Road
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 180224 US 17 at Scotts Medical Dr. 7-9 4-6
Site Code : 00180224
Start Date : 5/10/2018
Page No : 5
US 17
Southbound
Scotts Hill Medical Dr.
Westbound
US 17
Northbound
T Intersection
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 0 429 0 429 12 0 0 12 14 470 0 484 0 0 0 0 925
04:45 PM 0 409 0 409 25 0 0 25 17 472 0 489 0 0 0 0 923
05:00 PM 0 403 0 403 7 0 0 7 5 545 0 550 0 0 0 0 960
05:15 PM 0 372 0 372 4 0 0 4 10 566 0 576 0 0 0 0 952
Total Volume 0 1613 0 1613 48 0 0 48 46 2053 0 2099 0 0 0 0 3760
% App. Total 0 100 0 100 0 0 2.2 97.8 0 0 0 0
PHF .000 .940 .000 .940 .480 .000 .000 .480 .676 .907 .000 .911 .000 .000 .000 .000 .979
Cars 0 1582 0 1582 47 0 0 47 46 2028 0 2074 0 0 0 0 3703
% Cars 0 98.1 0 98.1 97.9 0 0 97.9 100 98.8 0 98.8 0 0 0 0 98.5
Buses and Trucks 0 31 0 31 1 0 0 1 0 25 0 25 0 0 0 0 57
% Buses and Trucks 0 1.9 0 1.9 2.1 0 0 2.1 0 1.2 0 1.2 0 0 0 0 1.5
Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : 180224 US 17 at Scotts Medical Dr. 7-9 4-6
Site Code : 00180224
Start Date : 5/10/2018
Page No : 6
US 17
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US 17
Right
0
0
0
0
Thru
1582
31
0
1613
Left
0
0
0
0
InOut Total
2075 1582 3657
26 31 57
0 0 0
2101 3714 1613
Rig
h
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1 0
48
Th
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0 0 0 0
Le
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0 0 0 0
Ou
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To
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In
46
47
93
0
1
1
0
0
0
46
94
48
Left
0
0
0
0
Thru
2028
25
0
2053
Right
46
0
0
46
Out TotalIn
1582 2074 3656
31 25 56
0 0 0
1613 3712 2099
Le
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0 0 0 0
Th
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0 0 0 0
Rig
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0 0 0 0
To
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Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
Peak Hour Begins at 04:30 PM
Cars
Buses and Trucks
Bicycles on Road
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US-17 at U-turn South of Creekwood Rd.
Site Code : 00180224
Start Date : 5/15/2018
Page No : 1
Counted by : Lopaka Bounds
Weather: Clear
Groups Printed- Cars - Trucks and Buses - Bicycles
US 17
Southbound
Creekwood Rd.
Westbound
US 17
Northbound
T intersection
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 0 602 0 13 615 0 0 0 0 0 0 337 0 0 337 0 0 0 0 0 952
07:15 AM 0 486 0 3 489 0 0 0 0 0 0 237 0 0 237 0 0 0 0 0 726
07:30 AM 0 555 0 9 564 0 0 0 0 0 0 365 0 0 365 0 0 0 0 0 929
07:45 AM 0 464 0 10 474 0 0 0 0 0 0 277 0 0 277 0 0 0 0 0 751
Total 0 2107 0 35 2142 0 0 0 0 0 0 1216 0 0 1216 0 0 0 0 0 3358
08:00 AM 0 515 0 10 525 0 0 0 0 0 0 345 0 0 345 0 0 0 0 0 870
08:15 AM 0 451 0 5 456 0 0 0 0 0 0 312 0 0 312 0 0 0 0 0 768
08:30 AM 0 483 0 11 494 0 0 0 0 0 0 305 0 0 305 0 0 0 0 0 799
08:45 AM 0 460 0 5 465 0 0 0 0 0 0 292 0 0 292 0 0 0 0 0 757
Total 0 1909 0 31 1940 0 0 0 0 0 0 1254 0 0 1254 0 0 0 0 0 3194
*** BREAK ***
04:00 PM 0 240 0 5 245 0 0 0 0 0 0 381 0 0 381 0 0 0 0 0 626
04:15 PM 0 391 0 5 396 0 0 0 0 0 0 545 0 0 545 0 0 0 0 0 941
04:30 PM 0 414 0 8 422 0 0 0 0 0 0 481 0 0 481 0 0 0 0 0 903
04:45 PM 0 442 0 3 445 0 0 0 0 0 0 486 0 0 486 0 0 0 0 0 931
Total 0 1487 0 21 1508 0 0 0 0 0 0 1893 0 0 1893 0 0 0 0 0 3401
05:00 PM 0 433 0 3 436 0 0 0 0 0 0 532 0 0 532 0 0 0 0 0 968
05:15 PM 0 353 0 4 357 0 0 0 0 0 0 578 0 0 578 0 0 0 0 0 935
05:30 PM 0 319 0 3 322 0 0 0 0 0 0 490 0 0 490 0 0 0 0 0 812
05:45 PM 0 270 0 2 272 0 0 0 0 0 0 433 0 0 433 0 0 0 0 0 705
Total 0 1375 0 12 1387 0 0 0 0 0 0 2033 0 0 2033 0 0 0 0 0 3420
*** BREAK ***
Grand Total 0 6878 0 99 6977 0 0 0 0 0 0 6396 0 0 6396 0 0 0 0 0 13373
Apprch %0 98.6 0 1.4 0 0 0 0 0 100 0 0 0 0 0 0
Total %0 51.4 0 0.7 52.2 0 0 0 0 0 0 47.8 0 0 47.8 0 0 0 0 0
Cars 0 6613 0 90 6703 0 0 0 0 0 0 6106 0 0 6106 0 0 0 0 0 12809
% Cars 0 96.1 0 90.9 96.1 0 0 0 0 0 0 95.5 0 0 95.5 0 0 0 0 0 95.8
Trucks and Buses 0 264 0 9 273 0 0 0 0 0 0 283 0 0 283 0 0 0 0 0 556
% Trucks and Buses 0 3.8 0 9.1 3.9 0 0 0 0 0 0 4.4 0 0 4.4 0 0 0 0 0 4.2
Bicycles 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 8
% Bicycles 0 0 0 0 0 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0 0 0 0.1
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US-17 at U-turn South of Creekwood Rd.
Site Code : 00180224
Start Date : 5/15/2018
Page No : 2
US 17
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US 17
Right
0
0
0
0
Thru
6613
264
1
6878
Left
0
0
0
0
U
Turns
90
9
0
99
InOut Total
6106 6703 12809
283 273 556
7 1 8
6396 13373 6977
Rig
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0 0 0 0
Th
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0 0 0 0
Le
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0 0 0 0
U
Tu
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0 0 0 0
Ou
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To
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a
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In
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Thru
6106
283
7
6396
Right
0
0
0
0
U
Turns
0
0
0
0
Out TotalIn
6613 6106 12719
264 283 547
1 7 8
6878 13274 6396
Le
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0 0 0 0
Th
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0 0 0 0
Ri
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h
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0 0 0 0
U
Tu
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0 0 0 0
To
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Ou
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In
0
0
0
0
0
0
0
0
0
0
0
0
5/15/2018 07:00 AM
5/15/2018 06:00 PM
Cars
Trucks and Buses
Bicycles
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US-17 at U-turn South of Creekwood Rd.
Site Code : 00180224
Start Date : 5/15/2018
Page No : 3
US 17
Southbound
Creekwood Rd.
Westbound
US 17
Northbound
T intersection
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 07:00 AM
07:00 AM 0 602 0 13 615 0 0 0 0 0 0 337 0 0 337 0 0 0 0 0 952
07:15 AM 0 486 0 3 489 0 0 0 0 0 0 237 0 0 237 0 0 0 0 0 726
07:30 AM 0 555 0 9 564 0 0 0 0 0 0 365 0 0 365 0 0 0 0 0 929
07:45 AM 0 464 0 10 474 0 0 0 0 0 0 277 0 0 277 0 0 0 0 0 751
Total Volume 0 2107 0 35 2142 0 0 0 0 0 0 1216 0 0 1216 0 0 0 0 0 3358
% App. Total 0 98.4 0 1.6 0 0 0 0 0 100 0 0 0 0 0 0
PHF .000 .875 .000 .673 .871 .000 .000 .000 .000 .000 .000 .833 .000 .000 .833 .000 .000 .000 .000 .000 .882
Cars 0 2050 0 32 2082 0 0 0 0 0 0 1137 0 0 1137 0 0 0 0 0 3219
% Cars 0 97.3 0 91.4 97.2 0 0 0 0 0 0 93.5 0 0 93.5 0 0 0 0 0 95.9
Trucks and Buses 0 57 0 3 60 0 0 0 0 0 0 79 0 0 79 0 0 0 0 0 139
% Trucks and Buses 0 2.7 0 8.6 2.8 0 0 0 0 0 0 6.5 0 0 6.5 0 0 0 0 0 4.1
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US-17 at U-turn South of Creekwood Rd.
Site Code : 00180224
Start Date : 5/15/2018
Page No : 4
US 17
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US 17
Right
0
0
0
0
Thru
2050
57
0
2107
Left
0
0
0
0
U
Turns
32
3
0
35
InOut Total
1137 2082 3219
79 60 139
0 0 0
1216 3358 2142
Rig
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0 0 0 0
Th
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0 0 0 0
Le
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0 0 0 0
U
Tu
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0 0 0 0
Ou
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To
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a
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In
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Thru
1137
79
0
1216
Right
0
0
0
0
U
Turns
0
0
0
0
Out TotalIn
2050 1137 3187
57 79 136
0 0 0
2107 3323 1216
Le
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0 0 0 0
Th
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0 0 0 0
Ri
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0 0 0 0
U
Tu
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0 0 0 0
To
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0
0
0
0
0
0
0
0
0
0
0
0
Peak Hour Begins at 07:00 AM
Cars
Trucks and Buses
Bicycles
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US-17 at U-turn South of Creekwood Rd.
Site Code : 00180224
Start Date : 5/15/2018
Page No : 5
US 17
Southbound
Creekwood Rd.
Westbound
US 17
Northbound
T intersection
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 12:00 PM to 06:00 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 391 0 5 396 0 0 0 0 0 0 545 0 0 545 0 0 0 0 0 941
04:30 PM 0 414 0 8 422 0 0 0 0 0 0 481 0 0 481 0 0 0 0 0 903
04:45 PM 0 442 0 3 445 0 0 0 0 0 0 486 0 0 486 0 0 0 0 0 931
05:00 PM 0 433 0 3 436 0 0 0 0 0 0 532 0 0 532 0 0 0 0 0 968
Total Volume 0 1680 0 19 1699 0 0 0 0 0 0 2044 0 0 2044 0 0 0 0 0 3743
% App. Total 0 98.9 0 1.1 0 0 0 0 0 100 0 0 0 0 0 0
PHF .000 .950 .000 .594 .954 .000 .000 .000 .000 .000 .000 .938 .000 .000 .938 .000 .000 .000 .000 .000 .967
Cars 0 1603 0 17 1620 0 0 0 0 0 0 1986 0 0 1986 0 0 0 0 0 3606
% Cars 0 95.4 0 89.5 95.4 0 0 0 0 0 0 97.2 0 0 97.2 0 0 0 0 0 96.3
Trucks and Buses 0 76 0 2 78 0 0 0 0 0 0 58 0 0 58 0 0 0 0 0 136
% Trucks and Buses 0 4.5 0 10.5 4.6 0 0 0 0 0 0 2.8 0 0 2.8 0 0 0 0 0 3.6
Bicycles 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
% Bicycles 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : US-17 at U-turn South of Creekwood Rd.
Site Code : 00180224
Start Date : 5/15/2018
Page No : 6
US 17
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US 17
Right
0
0
0
0
Thru
1603
76
1
1680
Left
0
0
0
0
U
Turns
17
2
0
19
InOut Total
1986 1620 3606
58 78 136
0 1 1
2044 3743 1699
Rig
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0 0 0 0
Th
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0 0 0 0
Le
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0 0 0 0
U
Tu
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0 0 0 0
Ou
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To
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In
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Thru
1986
58
0
2044
Right
0
0
0
0
U
Turns
0
0
0
0
Out TotalIn
1603 1986 3589
76 58 134
1 0 1
1680 3724 2044
Le
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0 0 0 0
Th
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0 0 0 0
Ri
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0 0 0 0
U
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0 0 0 0
To
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0
0
0
0
0
0
0
0
0
0
0
0
Peak Hour Begins at 04:15 PM
Cars
Trucks and Buses
Bicycles
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : Pandion Dr. at Scotts Hill Loop Rd.
Site Code : 00180224
Start Date : 5/10/2018
Page No : 1
Counted by : Lopaka Bounds
Weather: Clear
Groups Printed- Cars - Trucks and Buses - Bicycles
T Intersection
Southbound
Scotts Hill Loop Rd.
Westbound
Pandion Dr.
Northbound
Scotts Hill Loop Rd.
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 24 2 0 26 0 0 4 0 4 5 8 0 0 13 0 43 43
07:15 AM 0 0 0 0 0 0 30 0 0 30 0 0 5 0 5 5 0 0 0 5 0 40 40
07:30 AM 0 0 0 0 0 0 35 1 0 36 0 0 2 0 2 13 7 0 0 20 0 58 58
07:45 AM 0 0 0 0 0 0 18 4 0 22 0 0 27 0 27 27 4 0 0 31 0 80 80
Total 0 0 0 0 0 0 107 7 0 114 0 0 38 0 38 50 19 0 0 69 0 221 221
08:00 AM 0 0 0 0 0 0 25 4 0 29 2 0 55 0 57 44 12 0 0 56 0 142 142
08:15 AM 0 0 0 0 0 0 25 8 0 33 8 0 64 0 72 61 11 0 5 72 5 177 182
08:30 AM 0 0 0 0 0 0 15 1 0 16 4 0 15 1 19 4 10 0 0 14 1 49 50
*** BREAK ***
Total 0 0 0 0 0 0 65 13 0 78 14 0 134 1 148 109 33 0 5 142 6 368 374
*** BREAK ***
04:00 PM 0 0 0 0 0 0 21 0 0 21 1 0 19 0 20 1 30 0 0 31 0 72 72
04:15 PM 0 0 0 0 0 0 24 0 0 24 0 0 8 0 8 2 24 0 0 26 0 58 58
04:30 PM 0 0 0 0 0 0 17 0 15 17 0 0 4 0 4 4 27 0 1 31 16 52 68
04:45 PM 0 0 0 0 0 0 12 0 0 12 0 0 6 2 6 5 23 0 0 28 2 46 48
Total 0 0 0 0 0 0 74 0 15 74 1 0 37 2 38 12 104 0 1 116 18 228 246
05:00 PM 0 0 0 0 0 0 16 0 0 16 2 0 25 0 27 8 43 0 0 51 0 94 94
05:15 PM 0 0 0 0 0 0 20 3 0 23 0 0 13 0 13 2 43 0 0 45 0 81 81
05:30 PM 0 0 0 0 0 0 17 0 0 17 0 0 7 0 7 2 26 0 0 28 0 52 52
05:45 PM 0 0 0 0 0 0 14 1 0 15 0 0 4 0 4 4 25 0 0 29 0 48 48
Total 0 0 0 0 0 0 67 4 0 71 2 0 49 0 51 16 137 0 0 153 0 275 275
*** BREAK ***
Grand Total 0 0 0 0 0 0 313 24 15 337 17 0 258 3 275 187 293 0 6 480 24 1092 1116
Apprch %0 0 0 0 92.9 7.1 6.2 0 93.8 39 61 0
Total %0 0 0 0 0 28.7 2.2 30.9 1.6 0 23.6 25.2 17.1 26.8 0 44 2.2 97.8
Cars 0 0 0 0 0 302 24 341 16 0 258 277 186 284 0 476 0 0 1094
% Cars 0 0 0 0 0 0 96.5 100 100 96.9 94.1 0 100 100 99.6 99.5 96.9 0 100 97.9 0 0 98
Trucks and Buses 0 0 0 0 0 11 0 11 0 0 0 0 1 9 0 10 0 0 21
% Trucks and Buses
0 0 0 0 0 0 3.5 0 0 3.1 0 0 0 0 0 0.5 3.1 0 0 2.1 0 0 1.9
Bicycles 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1
% Bicycles 0 0 0 0 0 0 0 0 0 0 5.9 0 0 0 0.4 0 0 0 0 0 0 0 0.1
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : Pandion Dr. at Scotts Hill Loop Rd.
Site Code : 00180224
Start Date : 5/10/2018
Page No : 2
T Intersection
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Pandion Dr.
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
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0 0 0 0
Th
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30
2
11
0
31
3
Le
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24
0 0
24
Ou
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To
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a
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In
30
0
32
6
62
6
9
11
20
1
0
1
31
0
64
7
33
7
Left
258
0
0
258
Thru
0
0
0
0
Right
16
0
1
17
Out TotalIn
210 274 484
1 0 1
0 1 1
211 486 275
Le
f
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0 0 0 0
Th
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28
4
9 0
29
3
Ri
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18
6
1 0
18
7
To
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Ou
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In
56
0
47
0
10
3
0
11
10
21
0
0
0
57
1
10
5
1
48
0
5/10/2018 07:00 AM
5/10/2018 06:00 PM
Cars
Trucks and Buses
Bicycles
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : Pandion Dr. at Scotts Hill Loop Rd.
Site Code : 00180224
Start Date : 5/10/2018
Page No : 3
T Intersection
Southbound
Scotts Hill Loop Rd.
Westbound
Pandion Dr.
Northbound
Scotts Hill Loop Rd.
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 07:30 AM
07:30 AM 0 0 0 0 0 35 1 36 0 0 2 2 13 7 0 20 58
07:45 AM 0 0 0 0 0 18 4 22 0 0 27 27 27 4 0 31 80
08:00 AM 0 0 0 0 0 25 4 29 2 0 55 57 44 12 0 56 142
08:15 AM 0 0 0 0 0 25 8 33 8 0 64 72 61 11 0 72 177
Total Volume 0 0 0 0 0 103 17 120 10 0 148 158 145 34 0 179 457
% App. Total 0 0 0 0 85.8 14.2 6.3 0 93.7 81 19 0
PHF .000 .000 .000 .000 .000 .736 .531 .833 .313 .000 .578 .549 .594 .708 .000 .622 .645
Cars 0 0 0 0 0 101 17 118 10 0 148 158 145 31 0 176 452
% Cars 0 0 0 0 0 98.1 100 98.3 100 0 100 100 100 91.2 0 98.3 98.9
Trucks and Buses 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5
% Trucks and Buses 0 0 0 0 0 1.9 0 1.7 0 0 0 0 0 8.8 0 1.7 1.1
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : Pandion Dr. at Scotts Hill Loop Rd.
Site Code : 00180224
Start Date : 5/10/2018
Page No : 4
T Intersection
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.
Pandion Dr.
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
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h
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0 0 0 0
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10
1
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10
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In
41
11
8
15
9
3
2
5
0
0
0
44
16
4
12
0
Left
148
0
0
148
Thru
0
0
0
0
Right
10
0
0
10
Out TotalIn
162 158 320
0 0 0
0 0 0
162 320 158
Le
f
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0 0 0 0
Th
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31
3 0
34
Ri
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5
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In
24
9
17
6
42
5
2
3
5
0
0
0
25
1
43
0
17
9
Peak Hour Begins at 07:30 AM
Cars
Trucks and Buses
Bicycles
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : Pandion Dr. at Scotts Hill Loop Rd.
Site Code : 00180224
Start Date : 5/10/2018
Page No : 5
T Intersection
Southbound
Scotts Hill Loop Rd.
Westbound
Pandion Dr.
Northbound
Scotts Hill Loop Rd.
EastboundStart 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 06:00 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 16 0 16 2 0 25 27 8 43 0 51 94
05:15 PM 0 0 0 0 0 20 3 23 0 0 13 13 2 43 0 45 81
05:30 PM 0 0 0 0 0 17 0 17 0 0 7 7 2 26 0 28 52
05:45 PM 0 0 0 0 0 14 1 15 0 0 4 4 4 25 0 29 48
Total Volume 0 0 0 0 0 67 4 71 2 0 49 51 16 137 0 153 275
% App. Total 0 0 0 0 94.4 5.6 3.9 0 96.1 10.5 89.5 0
PHF .000 .000 .000 .000 .000 .838 .333 .772 .250 .000 .490 .472 .500 .797 .000 .750 .731
Cars 0 0 0 0 0 65 4 69 2 0 49 51 15 136 0 151 271
% Cars 0 0 0 0 0 97.0 100 97.2 100 0 100 100 93.8 99.3 0 98.7 98.5
Trucks and Buses 0 0 0 0 0 2 0 2 0 0 0 0 1 1 0 2 4
% Trucks and Buses 0 0 0 0 0 3.0 0 2.8 0 0 0 0 6.3 0.7 0 1.3 1.5
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
File Name : Pandion Dr. at Scotts Hill Loop Rd.
Site Code : 00180224
Start Date : 5/10/2018
Page No : 6
T Intersection
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Pandion Dr.
Right
0
0
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0
Thru
0
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Left
0
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0 0 0
0 0 0
0 0 0
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13
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20
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Left
49
0
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49
Thru
0
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Right
2
0
0
2
Out TotalIn
19 51 70
1 0 1
0 0 0
20 71 51
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13
6
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11
4
15
1
26
5
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4
0
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11
6
26
9
15
3
Peak Hour Begins at 05:00 PM
Cars
Trucks and Buses
Bicycles
Peak Hour Data
North
DAVENPORT
119 Brookstown Ave., Suite PH1,
Winston Salem NC, 27101
Ph: (336)744-1636
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7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 36
Approved Development Information
Trip Generation Summary - Alternative 1
Project:
Alternative:
Open Date:
Analysis Date:
180224
Alternative 1
5/22/2018
5/22/2018
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 1
219Dwelling Units
2137913416312241216010801080
Unadjusted Volume 000000000
Internal Capture Trips000000000
000000000
000000000
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
Co
p
y
:
Anthony Law, District Engineer, NCDOT Sam Burgess, NHCo Planning
Katie Hite, Division Traffic Engineer, NCDOT Bill McDow, WMPO
Mike Kozlosky, Executive Director, WMPO Ben Hughes, NCDOT
Please note that the letter dated December 05, 2013 with a reference of Scott’s Hill Village
Single Family TIA Review should have had the above reference. This project is considered
approved as of December 05, 2013 and contains the following requirements as listed in the
original letter:
The WMPO, NCDOT, and New Hanover County staffs have reviewed the Scott’s Hill Village
Single Family development. In addition to what was recommended by the TIA we
recommend the following improvements:
Scotts Hill Loop Road and Site Access
100 foot eastbound right turn lane with appropriate taper and deceleration length
The applicant will be required to obtain an NCDOT driveway permit for access to the state
road network. All applicable NCDOT driveway access technical standards and policies will
apply. Comments from the Technical Review Committee will also apply.
If changes are made to the proposed site driveways, land use and/or intensity, the study
parameters will need to be modified and a revised Traffic Impact Analysis will be required
for review by NCDOT and the WMPO.
WILMINGTON URBAN AREA
Metropolitan Planning Organization
P.O. Box 1810
Wilmington, North Carolina 28402
910 341 3258 910 341 7801 FAX
Members:
City of
WILMINGTON
Lead Planning Agency
Town of
CAROLINA BEACH
Town of
KURE BEACH
Town of
WRIGHTSVILLE
BEACH
NEW HANOVER
County
Town of
BELVILLE
Town of
LELAND
Town of
NAVASSA
BRUNSWICK
County
PENDER
County
CAPE FEAR
Public
Transportation
Authority
North Carolina
BOARD OF
TRANSPORTATION
DATE: February 04, 2014
TO: MR. RYNAL STEPHENSON, PE
Ramey Kemp & Associates, Inc.
FROM: Amy L Kimes, PE
Construction Project Manager
RE: Approval of Traffic Impact Analysis (TIA) associated with the proposed
Scott’s Hill Village Single Family, New Hanover County, NC
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE A
APPROVED
DEVELOPMENT
SCOTT'S HILL VILLAGE
0 / 0
14
/
4
7
0
/
0
43
/
2
8
0
/
0
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
79
/
5
1
14
/
4
7
79
/
5
1
0
/
0
27
/
8
7
0
/
0
122 / 79
79
/
5
1
0
/
0
27
/
8
7
0 / 0
79
/
5
1
0
/
0
27
/
8
7
0
/
0
12
2
/
7
9
0 / 0
41 / 134
0 / 0
0 / 0
SIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
BLACK = EXISTING
RIGHTIN /
RIGHTOUT
UNSIGNALIZED
INTERSECTION
AM / PM PEAKS
Traffic Impact Analysis Scotts Hill Charter School – New Hanover County, NC
18
Table 1: Trip Generation Summary
It is estimated that the proposed development will generate 1,240 total site trips (620 entering
and 620 exiting) during a typical weekday. Of the total, approximately 487 site trips (279
entering and 208 exiting) are expected to occur during the weekday AM peak hour, while
approximately 401 site trips (194 entering and 207 exiting) are expected to occur during the
weekday PM school peak hour of the school.
4.2. Site Trip Distribution and Assignment
Trip distribution percentages used in assigning site traffic for this development were estimated
based on a combination of existing traffic patterns, population centers adjacent to the study
area, and engineering judgment. It is estimated that trips will be distributed as follows:
x 30% to/from the north via US 17
x 60% to/from the south via US 17
x 5% to/from the east via Scotts Hill Loop Road (South)
x 5% to/from the east via Scotts Hill Village development
LAND USE TRIP
GENERATOR
DAILY
TRAFFIC
(VPD)
WEEKDAY AM
PEAK HOUR TRIPS
(VPH)
WEEKDAY PM
SCHOOL PEAK
HOUR TRIPS (VPH)
Entering Exiting Entering Exiting
Private Elementary
School (396 Student
Capacity)
6 Buses 12 6 0 0 6
52 Staff 104 52 0 0 0
Parents 554 172 172 105 105
Total Elementary School Site Trips 670 230 172 105 111
Private Middle
School (335 Student
Capacity)
7 Buses 14 7 0 0 7
44 Staff 88 44 0 0 0
Parents 468 145 145 89 89
Total Middle School Site Trips 570 196 145 89 96
75% Reduction in Middle School
AM Peak Hour Site Trips 147 109 - -
Total School Site Trips 1,240 279 208 194 207
Sidbury Road SB
Signalized U-Turn
Sidbury Road SB
Unsignalized Left-Over
Currently Closed to Traffic
Scotts Hill
Medical Drive
Scotts Hill
Loop Road (South)
Sidbury Road
N
US
1
7
Sc
o
t
t
s
H
i
l
l
Vi
l
l
a
g
e
A
c
c
e
s
s
Site Drive
Site
Scotts Hill Medical
Drive NB U-Turn
Location
Scale: Not to Scale
Scotts Hill Charter School
Wilmington, NC
Figure 8
Site Trip Distribution
20
5%
30%
(3
0
%
)
30
%
25
%
5%
(5%)
(2
5
%
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(85%)
60
%
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60
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60
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(5
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5%
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(5
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95%
5%
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5
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%
LEGEND
Signalized Intersection
Unsignalized Intersection
XX%
Entering Trip DistributionX%
Exiting Trip Distribution(Y)%
Regional Trip DistributionUS
1
7
Scotts Hill
Loop Road (South)
5%
(6
0
%
)
25
%
10
%
(8
5
%
)
(1
0
%
)
85%85%
(85%)
Roundabout Intersection
*
*Intersection included
for informational
purposes only
*
MS
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St
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Calculated 6/27/2018 By:_______
24 Hour
Two-Way
Land Use ITE Land
Code
Data
Source Volume Enter Exit Enter Exit
School MSTA
Calculator 241
Middle
School
Students
N/A2951138300
221856200
74282100Total Trips
75% Reduction for Middle School Trips
Table A - ITE Trip Generation
Coastal Prep School
Average Weekday Driveway Volumes AM Peak
Hour
PM Peak
Hour
Size
*** NOT TO SCALE ***
PROJECT NUMBER 180224
SCOTT'S HILL APARTMENTS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.
Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilityto
DAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGURE B
APPROVED
DEVELOPMENT
COASTAL PREP
SCHOOL
0 / 0
8
/
0
0
/
0
6
/
0
0
/
0
Scott's Hill Loop Road
(south)
Scott's Hill Medical
Drive
Pa
n
d
i
o
n
Dr
i
v
e
Sidbury
Road
US
1
7
0
/
0
1
/
0
7
/
0
0
/
0
0
/
0
5
/
0
1 / 0
12
/
0
17
/
0
0
/
0
18 / 0
12
/
0
0
/
0
17
/
0
1
/
0
1
/
0
0 / 0
1 / 0
0 / 0
1 / 0
SIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
BLACK = EXISTING
RIGHTIN /
RIGHTOUT
UNSIGNALIZED
INTERSECTION
AM / PM PEAKS
7/19/2018 Scott’s Hill Apartments – Transportation Impact Analysis 37
Supporting Documentation
74
US 17
US 17
SD19
SD18
SD16
SD17
SIGNAL FACE I.D.
SHEET NO.PROJECT REFERENCE NO.
SEAL
PREPARED BY:
SIG. INVENTORY NO.
SCALEREVISIONS
REVIEWED BY:
INIT.DATE
REVIEWED BY:
DATE SIGNATURE
PLAN DATE:
0
J. P. Galloway
1"=30’
30
N/A Sig.
j
r
s
p
e
n
c
e
S
:
\
I
T
S
&
S
U
\
I
T
S
S
i
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s
\
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E
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v
-
0
3
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\
0
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-
0
9
8
7
\
0
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0
9
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2
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1
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m
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0
8
-
J
U
N
-
2
0
1
5
1
6
:
0
2
All Heads L.E.D.TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
N
E
W
C
A
R
D
N
E
W
L
O
O
P
FU
L
L
T
I
M
E
D
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A
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EX
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S
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L
I
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G
SY
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T
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M
L
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P
-
-
-
-
-
-
YY---Y-
-
-
-
-
--
-
Y
Y
YY---Y
-
-
Y
Y -
-
Y
Y--15
-
--
-
--
-
-
NOTES
Plan of Record
Division 3 Pender County N of Wilmington
October 2009
I. O. Umozurike
N
Metal Pole with Mastarmexisting
existing
ex Signal Pedestal
AA
"U-TURN YIELD TO RIGHT TURN"
Sign (R10-16)
FEATURE
PHASE
27
MIN RECALL
YELLOW
ON
30
3.4
147
-
-
-
--
1.5
-
47
15-
-
6.02.0
2.1
3.0
1.0
5.2
--
ON
-
-
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 *
-
9030
be lower than 4 seconds.
what is shown. Min Green for all other phases should not
Green and Extension times for phases 2 and 6 lower than
* These values may be field adjusted. Do not adjust Min
R
Y
G
12"
71,72 21, 22 73,74
7A
0
0
4
4
5
5
-
-
7
7
2
2 2A/SD16
2B/SD17
SD18
SD19
6X6
6X6
6X40
6X40
6X6
6X6
2-4-2
2-4-2
420
420
200
250*
*
ex
exex
ex
ex
ex
ex
ex
ex
ex
ex
55 mph 0% Grade
55 mph 0% grade
ex
ex
ex
** Disable delay during alternate operation
PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
0207
DEFAULT PHASING DIAGRAM
0207
ALTERNATE PHASING DIAGRAM
0
2
0
7
F
L
A
S
H
FACE
SIGNAL
PHASE
73,74
21, 22
71,72
GRY
TABLE OF OPERATION
ALTERNATE PHASING
0
2
0
7
F
L
A
S
H
FACE
SIGNAL
PHASE
73,74
21, 22
71,72
GRY
existing
existing
exis
t
i
n
g
exist
i
n
g
717221
22
73
15**7B
(R-2405A)
Metal Pole #7
(R-2405A)
Metal Pole #6
PREPARED BY: Jeff Spence May 2015 DATE:
DATE: May 2015 REVIEWED BY: Pam Alexander
COMMENTS
Plan of Record
its original state.
by field personnel. This plan may have been modified from
This plan of record reflects existing field conditions as submitted
DATE: SIGNATURE:
12"Y
R R
Y
F
Y
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
OASIS 2070 TIMING CHART
ex
ex
document.
considered a certified
This document shall not be
on 11/2/09
Jason P. Galloway, 29904
issued and sealed by
This document originally
Not a certified document.
Changed right red arrow to red ball;
rotated FYA arrows to an angle
03-0987
TABLE OF OPERATION
DEFAULT PHASING
2. Do not program signal for late
night flashing operation
unless otherwise directed by
the Engineer.
3. Set all detector units to
presence mode.
4. Pavement markings are existing.
5. The Division Traffic Engineer
will determine the hours of
use for each phasing plan.
6. Maximum times shown in timing
chart are for free-run
operation only. Coordinated
signal system timing values
supersede these values.
7. Closed loop system data:
Controller Asset 0987.
Structures" dated January 2012.
Specifications for Roads and
2012 and "Standard
Drawings NCDOT" dated January
1. Refer to "Roadway Standard
Directional Arrow
Controller & Cabinet
Signal Pole with Guy
Signal Pole with Sidewalk Guy
Inductive Loop Detector
Traffic Signal Head
2-in Underground Conduit
LEGEND
PROPOSEDEXISTING
Sign
Modified Signal HeadN/A
Junction Box
N/ARight of Way
Pedestrian Signal Head
R R RR
Y F
YRY
1Revise to Flash yellow during
Flash mode
SIGNATUREDATE
REVISION SEAL 1
11
NORTH CAR
OLI
N
A
ENGINEER
PROFESSIO
NAL
P
A
MEL
A
L
. ALEXAN
DER 023489
SEAL
Distance measured from tip of median
(
S
c
o
t
t
’
s
Hi
l
l
L
o
o
p
Rd
.
)
(
S
o
u
t
h
)
S
R
1
5
7
1
(Scott’s Hill Loop Road) (South)
SR 1571
at
US 17
4
5
mp
h
+
3
%
Gr
a
d
e
ex
ex
US 17 Scott’s Hill Closed Loop Signal System
Fully Actuated
2 Phase
7B
7A
2A
2B
TN
T
T
I
N
D
E
P
A
R
T
ME
N OF TRASPORT
A
IO
N
STA
E OFNORTH CAROL
A
noi
si
v
i
D
ytefaS dna ytiliboM noit atropsn
a
r
T
noitceS ngiseD la
n
giS
750 N. Greenfield Pkwy, Garner, NC 27529
Prepared in the Offices of:
A
A
6/9/2015
6/9/2015 6/9/2015
US 17
US 17
SD22
SD23
SD20
S
R
1
5
7
2
(
Si
d
b
u
r
y
R
d
.
)
SD21
FEATURE
PHASE
36
MIN RECALL
YELLOW
ON
30
714
-
-
-
--
-
47
15 -
-
6.0 3.0
1.8
3.0
1.4
5.2
-
ON
-
-
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 *
-
3090
* 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.
-
1.5
3.4
SD20
SD21
*
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
J. P. Galloway
Plan of Record
N
j
r
s
p
e
n
c
e
S
:
\
I
T
S
&
S
U
\
I
T
S
S
i
g
n
a
l
s
\
S
i
g
n
a
l
D
e
s
i
g
n
S
e
c
t
i
o
n
\
E
a
s
t
e
r
n
R
e
g
i
o
n
\
D
i
v
-
0
3
\
P
O
R
\
0
3
-
0
9
8
8
\
0
3
0
9
8
8
_
s
i
g
_
p
o
r
_
2
0
1
5
m
m
d
d
.
d
g
n
0
9
-
J
U
N
-
2
0
1
5
1
1
:
4
7
TURNS
INDUCTIVE LOOPS
PHASE
DETECTOR PROGRAMMING
LOOP
TIME
DELAY
(FT)
STOPBAR
FROM
DISTANCE
(FT)
SIZE
TIME
STRETCH
N
E
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
-
-
-
-
-
-
-
-
-
-
-
--
-
Y
Y
Y
Y-
-
Y
Y
Y
Y -
-
Y
Y
Y
Y--
-
-
-
--
-
-
-
--
-
-
-
-
Traffic Signal Pedestalex
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
AA
"U-TURN YIELD TO RIGHT TURN"
Sign (R10-16)
SIGNAL FACE I.D.
All Heads L.E.D.
R
Y
G
12"
N of Wilmington
October 2009
I. O. Umozurike
30
1"=30’
NOTES
N/ASig.
-
-
exex
ex
existing
existing
ex ex
exex
ex
exex
ex
ex
ex
ex
ex
ex
ex
SR 1572 (Sidbury Road)
at
US 17
55 mph 0% grade
55 mph 0% Grade
Pender County.
33,3461, 6231,32
3A6X40
6X40
6X6
6X6
6X6
6X6
2-4-2
2-4-2
5
5
4
4
0
0
420
420
200
330*
3
3
6
6
0603
DEFAULT PHASING DIAGRAM
** Disable delay during alternate operation PEDESTRIAN MOVEMENT
UNSIGNALIZED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
DETECTED MOVEMENT
PHASING DIAGRAM DETECTION LEGEND
0603
ALTERNATE PHASING DIAGRAM
TABLE OF OPERATION
ALTERNATE PHASING
0
6
0
3
F
L
A
S
H
FACE
SIGNAL
PHASE
RYG
31,32
61, 62
33,34
0
6
0
3
F
L
A
S
H
FACE
SIGNAL
PHASE
RYG
31,32
61, 62
33,34
3B15**
61
62
3231
33
34Metal Pole with Mastarmexisting
existing
(R-2405A)
Metal Pole #8
(R-2405A)
Metal Pole #9
6A/SD22
6B/SD23
existing
existing
exist
i
n
g
exist
i
n
g
03-0988
PREPARED BY: Jeff Spence May 2015 DATE:
DATE: May 2015 REVIEWED BY: Pam Alexander
COMMENTS
Plan of Record
its original state.
by field personnel. This plan may have been modified from
This plan of record reflects existing field conditions as submitted
DATE: SIGNATURE:
12"Y
R
R
Y
F
Y
RR RR
TABLE OF OPERATION
DEFAULT PHASING
ex
ex
Changed right red arrow to red ball;
rotated FYA arrows to an angle
document.
considered a certified
This document shall not be
on 11/2/09
Jason P. Galloway, 29904
issued and sealed by
This document originally
Not a certified document.
OASIS 2070 TIMING CHART
OASIS 2070 LOOP & DETECTOR INSTALLATION CHART
2. Do not program signal for late
night flashing operation
unless otherwise directed by
the Engineer.
3. Set all detector units to
presence mode.
4. Pavement markings are existing.
5. The Division Traffic Engineer
will determine the hours of
use for each phasing plan.
6. Maximum times shown in timing
chart are for free-run
operation only. Coordinated
signal system timing values
supersede these values.
7. Closed loop system data:
Controller Asset 0988.
Structures" dated January 2012.
Specifications for Roads and
2012 and "Standard
Drawings NCDOT" dated January
1. Refer to "Roadway Standard
15
SIGNATUREDATE
1Revise to Flash yellow during
Flash mode
NORTH CAR
OLI
N
A
ENGINEER
PROFESSIO
NAL
P
A
MEL
A
L. ALEXAN
DER 023489
SEAL
Distance measured fron tip of median
Y
F
Y
RY
11
REVISION SEAL 1
5
5
mp
h
+
1
%
Gr
a
d
e
US 17 Scott’s Hill Closed Loop Signal System
Fully Actuated
2 Phase
6B
6A
3A
3B
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:
A
A
6/9/2015
6/9/2015
6/9/2015