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ADDENDUM
July 30, 2018
Tarin Woods II
New Hanover County, NC
Prepared for
Rock Hill Road Investments, LLC
Project #: 160278
07/30/2018 160278 Tarin Woods II – Addendum 1
ADDENDUM
Introduction
The client has given notice to DAVENPORT that they are pursuing re-zoning of the
property with New Hanover County. The land plan and re-zoning request includes a
build phase not previously evaluated in the submitted Traffic Impact Analysis (TIA). The
client, NCDOT, and WMPO wish to have analysis results for the proposed land use
size, which is 339 single family homes and 192 apartments. Since the proposed land
use size is between the Phase 2A and Phase 2B submitted in the TIA, this
new/additional phase will be labeled as Phase 2B(1). It is assumed that the build year is
2019.
Additionally, this phase is to be analyzed with the main access only via US 421 at
Manassas Drive, and then accesses at Shiloh Drive, Appomattox Drive, and Tarin
Road. The distribution used is similar to that of Phase 2A, with a small change in the
Phase 2B(1) distribution to add traffic flow to Shiloh Drive (which is not utilized in Phase
2A).
Trip Generation
Trips for Phase 2B(1) were projected using TripGen2013 software, based on the 9th
edition of the ITE Trip Generation Manual. Table 1 presents the results.
Table 1 - ITE Trip Generation
Tarin Woods II
Average Weekday Driveway Volumes 24 Hour AM Peak
Hour
PM Peak
Hour Two-Way
Land Use
ITE
Land
Code
Size Method -
Type Volume Enter Exit Enter Exit
Phase 2B(1)
Single Family
Detached Housing 210 339 Dwelling
Units
Adjacent/
Rate 3,227 64 190 214 125
Apartments 220 192 Dwelling
Units
Adjacent/
Equation 1,287 20 78 80 43
Tarin Woods II Phase 2B(1) Total Trips 4,514 84 268 294 168
Trip Distribution
Site trips for this Phase 2B(1) were distributed based on the previously approved Phase
2A distribution, with a small change to add traffic flow to Shiloh Drive. These are shown
in Figure A, and the directional distributions for site trips are as follows:
• 75% to and from the north on US 421 (Carolina Beach Road)
• 20% to and from the south on US 421 (Carolina Beach Road)
• 5% to and from the west on Sanders Road
07/30/2018 160278 Tarin Woods II – Addendum 2
2019 Phase 2B(1) Total Traffic
The 2019 Phase 2B(1) total traffic volumes were obtained by summing 2019 future no
build volumes (Figure B) and site trips due to the proposed development. Site trips are
shown in Figure C. The 2019 Phase 2B(1) build volumes are shown for the AM and PM
peaks in Figure D.
*** NOT TO SCALE ***
PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGUREAPHASE 2B(1)TRIP DISTRIBUTION
DESTINATION
NODE%
RIGHTIN /
RIGHTOUT
100% OUT
Kings
Highway
Lieutenant
Congleton Road
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Ta
r
i
n
Ro
a
d
US
4
2
1
75%
20%
20
%
I
N
80
%
I
N
75
%
O
U
T
20
%
O
U
T
20
%
O
U
T
75
%
I
N
75
%
I
N
75
%
O
U
T
55% IN
5% IN
5% IN
5%
O
U
T
5%
O
U
T
55
%
O
U
T
60% OUT
60% IN
5% IN
5%
5%
O
U
T
DIRECTIONAL
CROSSOVER
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
75
%
I
N
75
%
O
U
T
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
Autumn Care
Nursing Home
75
%
I
N
75
%
O
U
T
40% IN
40
%
O
U
T
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE B
2019 FUTURE NO
BUILD VOLUMES
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
168 / 235
13
9
/
1
0
7
21
4
7
/
1
5
5
7
53
/
1
3
1
13
6
6
/
1
9
0
8
11
/
3
3
18
/
3
1
17
8
8
/
1
1
1
8
46
/
1
3
1
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
537 / 4390 / 0
147 / 94
3
/
0
12
1
6
/
2
0
2
4
36
0
/
3
7
1
0
/
1
14
8
2
/
1
1
9
9
12
8
/
9
8
166 / 83
18 / 43
0 / 0
145 / 54
0 / 0
1 / 048 / 109
4 / 23
0
/
2
0
/
0
0
/
0
0
/
0
0
/
0
24
/
1
3
56 / 108
19
2
/
6
8
Ta
r
i
n
Ro
a
d
5 / 5
0 / 1
3 / 67 / 30
1
/
0
41
/
8
58
/
9
4
13
/
1
1
17
/
2
0
19
/
2
3
DIRECTIONAL
CROSSOVERKings
Highway72 / 102
15
3
/
1
6
8
14
9
3
/
1
8
7
1
38
/
7
8
17
0
6
/
2
4
7
1
22
6
9
/
1
4
9
8
90
/
1
2
8
6 / 38
8
/
5
20
0
3
/
1
5
7
0
1
/
9
10
/
1
0
16
/
1
0
15
8
0
/
2
3
1
7
Sh
i
l
o
h
Dr
i
v
e
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE C
PHASE 2B(1) SITE
TRIPS
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
0 / 0
0
/
0
20
1
/
1
2
6
67
/
2
3
5
54
/
3
4
0
/
0
17
/
5
9
0
/
0
0
/
0
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
0 / 0
0 / 0
0 / 0
0 / 00 / 0
4 / 15
0
/
0
63
/
2
2
1
0
/
0
0
/
0
20
1
/
1
2
6
13
/
8
268 / 168
0 / 0
0 / 0
161 / 101
0 / 0
34 / 11850 / 176
0 / 0
0
/
0
0
/
0
10
7
/
6
7
0
/
0
0
/
0
0
/
0
4 / 15
13
/
8
Ta
r
i
n
Ro
a
d
0 / 0
0 / 0
4 / 150 / 0
0
/
0
0
/
0
0
/
0
54
/
3
4
0
/
0
0
/
0
DIRECTIONAL
CROSSOVERKings
Highway0 / 0
0
/
0
63
/
2
2
1
0
/
0
63
/
2
2
1
20
1
/
1
2
6
0 /
0
0 / 0
0
/
0
20
1
/
1
2
6
0
/
0
0
/
0
0
/
0
63
/
2
2
1
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
46 / 162
0
/
0
14
7
/
9
2
0
/
0
0
/
0
0 / 0
0 / 0
0
/
0
13
/
8
0
/
0
Sh
i
l
o
h
Dr
i
v
e
Ta
r
i
n
Ro
a
d
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Autumn Care
Nursing Home
PROJECT NUMBER 160278
TARIN WOODS II
N
0
/
0
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
AM / PM PEAKS
FIGURE D
2019 PHASE 2B
FUTURE BUILD
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuse
of,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
168 / 235
13
9
/
1
0
7
23
4
8
/
1
6
8
3
12
0
/
3
6
7
14
2
0
/
1
9
4
1
11
/
3
3
35
/
8
9
17
8
8
/
1
1
1
8
46
/
1
3
1
RIGHTIN /
RIGHTOUT
US
4
2
1
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Sanders
Road
Manassas
Drive
Sh
i
l
o
h
D
r
i
v
e
1 / 1
0 / 0
0 / 2
537 / 4390 / 0
152 / 108
3
/
0
12
7
9
/
2
2
4
5
36
0
/
3
7
1
0
/
1
16
8
3
/
1
3
2
5
14
1
/
1
0
6
434 / 251
18 / 43
0 / 0
306 / 155
0 / 0
35 / 11898 / 286
4 / 23
0
/
2
0
/
0
10
7
/
6
7
0
/
0
0
/
0
24
/
1
3
60 / 123
20
5
/
7
7
Ta
r
i
n
Ro
a
d
0 / 0
5 / 5
4 / 153 / 6
0
/
0
41
/
8
58
/
9
4
67
/
4
5
17
/
2
0
19
/
2
3
DIRECTIONAL
CROSSOVERKings
Highway72 / 102
15
3
/
1
6
8
15
5
6
/
2
0
9
1
38
/
7
8
17
6
9
/
2
6
9
2
24
7
0
/
1
6
2
4
90
/
1
2
8
6 / 38
8
/
5
22
0
4
/
1
6
9
6
1
/
9
10
/
1
0
16
/
1
0
16
4
3
/
2
5
3
7
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
46 / 162
0
/
0
14
7
/
9
2
0
/
0
1
/
0
0 / 1
7 / 30
0
/
0
13
/
8
0
/
0
07/30/2018 160278 Tarin Woods II – Addendum 3
2019 Phase 2B(1) Discussion of Results
The following section discusses 2019 Phase 2B(1) build level of service for each
intersection.
US 421 (Carolina Beach Road) at Kings Highway
This signalized intersection is expected to operate at LOS B in the AM peak and LOS C
in the PM peak in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions,
it is expected to remain the same. Therefore, no improvements are recommended to
accommodate Phase 2B(1) traffic.
Table 2 - US 421 (Carolina Beach Road) at Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019
Future No
Build
B
(18.1)
L T R L T R L T R L T R
E
(60.3) E
(67.2)
E
(62.3)
B
(13.8)
A
(4.0)
E
(77.4)
B
(10.6)
A
(5.3)
E (60.3) E (67.2) B (14.4) B (16.5)
2019
Phase
2B(1)
Future
Build
B
(19.8)
L T R L T R L T R L T R
E
(60.3) E
(67.2)
E
(62.3)
B
(18.9)
A
(4.0)
E
(78.9) A (8.7) A
(3.9)
E (60.3) E (67.2) B (19.1) B (14.7)
PM Peak Hour
2019
Future No
Build
C
(20.4)
L T R L T R L T R L T R
E
(59.8) E
(71.1)
D
(53.6)
B
(11.5)
A
(6.0)
E
(79.7)
B
(13.9)
A
(4.6)
E (59.8) E (71.1) B (13.4) B (18.8)
2019
Phase
2B(1)
Future
Build
C
(24.1)
L T R L T R L T R L T R
E
(59.8) E
(71.2)
D
(53.6)
B
(12.5)
A
(6.0)
E
(79.7)
C
(22.2)
A
(4.4)
E (59.8) E (71.2) B (14.2) C (25.7)
07/30/2018 160278 Tarin Woods II – Addendum 4
US 421 (Carolina Beach Road) at Sanders Road
This signalized intersection is expected to operate at LOS D in both the AM and PM
peaks in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions, it is
expected to operate at LOS E in both the AM and PM peaks. It is recommended to
provide an additional northbound left turn lane consisting of a shared left and U-turn
lane with 200 feet of storage and appropriate taper. Additionally, signal modifications
will be necessary. With recommended improvements in place, this intersection is
expected to operate at LOS D in both the AM and PM peaks.
Table 3 - US 421 (Carolina Beach Road) at Sanders Road
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019 Future
No Build
D
(41.9)
L T R L T R LU T R LU T R
F
(97.2)
F
(100.1)
E
(60.7)
E
(67.5)
E
(67.5)
E
(67.5)
F
(283.9)
C
(21.7)
C
(21.7)
E
(72.2)
C
(21.8)
A
(3.5)
F (90.6) E (67.5) D (44.3) B (18.3)
2019 Phase
2B(1) Future
Build
E
(59.8)
L T R L T R LU T R LU T R
F
(97.2)
F
(100.1)
E
(61.5)
E
(67.5)
E
(67.5)
E
(67.5)
F
(563.2)
C
(25.1)
C
(25.1)
E
(72.2)
C
(22.7)
A
(3.5)
F (90.5) E (67.5) F (84.2) B (19.2)
2019 Phase
2B(1) Future
Build with
Improvements
D
(37.4)
L T R L T R LU T R LU T R
F
(101.4)
F
(104.3)
E
(62.5)
E
(67.5)
E
(67.5)
E
(67.5)
F
(89.8)
C
(24.1)
C
(24.1)
E
(74.3)
C
(24.5)
A
(4.2)
F (94.0) E (67.5) C (31.3) C (20.7)
PM Peak Hour
2019 Future
No Build
D
(48.4)
L T R L T R LU T R LU T R
F
(188.8)
F
(195.5)
E
(75.2)
E
(70.3)
E
(70.3)
E
(70.3)
F
(134.2)
B
(14.1)
B
(14.1)
F
(86.4)
D
(39.2)
A
(3.5)
F (171.8) E (70.3) C (24.1) C (34.2)
2019 Phase
2B(1) Future
Build
E
(64.7)
L T R L T R LU T R LU T R
F
(188.8)
F
(195.5)
F
(80.1)
E
(70.3)
E
(70.3)
E
(70.3)
F
(237.5)
B
(17.7)
B
(17.7)
F
(85.5)
E
(64.9)
A
(3.3)
F (170.2) E (70.3) D (40.2) E (56.4)
2019 Phase
2B(1) Future
Build with
Improvements
D
(53.5)
L T R L T R LU T R LU T R
F
(166.6)
F
(172.5)
E
(76.7)
E
(71.2)
E
(71.2)
E
(71.2)
F
(118.8)
B
(15.4)
B
(15.4)
F
(86.8)
E
(55.5)
A
(2.6)
F (151.3) E (71.2) C (26.0) D (48.4)
07/30/2018 160278 Tarin Woods II – Addendum 5
US 421 (Carolina Beach Road) at Manassas Drive
This signalized intersection is expected to operate at LOS B in both the AM and PM
peaks in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions, it is
expected to operate at LOS E in the AM peak and LOS C in the PM peak. It is
recommended to provide a second westbound right turn lane with 200 feet of storage
and appropriate taper. Additionally, signal modifications will be necessary. With
recommended improvements in place, this intersection is expected to operate at LOS C
during the AM peak and LOS B during the PM peak.
Table 4 - US 421 (Carolina Beach Road) at Manassas Drive
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019 Future
No Build
B
(16.2)
L T R L T R LU T R LU T R
C
(30.6) D
(49.8)
C
(32.9)
B
(12.6)
A
(4.3)
C
(30.4)
A
(3.1)
A
(2.5)
C (30.6) D (49.8) N/A* N/A*
2019 Phase
2B(1) Future
Build
E
(79.7)
L T R L T R LU T R LU T R
C
(30.6) F
(367.2)
C
(32.9)
B
(14.0)
A
(4.5)
C
(34.0)
A
(3.2)
A
(2.5)
C (30.6) F (367.2) N/A* N/A*
2019 Phase
2B(1) Future
Build with
Improvements
C
(23.3)
L T R L T R LU T R LU T R
C
(30.6) D
(44.6)
C
(32.9)
B
(18.0)
A
(5.6)
C
(29.7)
A
(3.2)
A
(2.5)
C (30.6) D (44.6) N/A* N/A*
PM Peak Hour
2019 Future
No Build
B
(13.8)
L T R L T R LU T R LU T R
C
(30.7) C
(32.4)
D
(38.8)
A
(7.0)
A
(4.7)
C
(31.9)
B
(11.9)
A
(2.7)
C (30.7) C (32.4) N/A* N/A*
2019 Phase
2B(1) Future
Build
C
(20.5)
L T R L T R LU T R LU T R
C
(30.7) D
(39.3)
D
(38.8)
B
(10.7)
A
(6.8)
D
(39.7)
B
(10.9)
A
(2.6)
C (30.7) D (39.3) N/A* N/A*
2019 Phase
2B(1) Future
Build with
Improvements
B
(17.4)
L T R L T R LU T R LU T R
C
(30.7) C
(21.7)
D
(38.8)
B
(14.5)
B
(10.0)
C
(24.5)
B
(10.6)
A
(2.6)
C (30.7) C (21.7) N/A* N/A*
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be
provided
07/30/2018 160278 Tarin Woods II – Addendum 6
Manassas Drive at Shiloh Drive
This unsignalized intersection is expected to operate at LOS B in both the AM and PM
peaks in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions, it is
expected to operate at LOS C in both the AM and PM peaks. Therefore, no
improvements are recommended to accommodate Phase 2B(1) traffic.
Table 5 - Manassas Drive at Shiloh Drive
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019
Future
No Build
B (10.2)
NB
Approach
L T R L T R L T R L T R
A
(7.6)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
B
(10.2)
B
(10.2)
B
(10.2)
A
(9.9)
A
(9.9)
A
(9.9)
A (0.1) A (0.2) B (10.2) A (9.9)
2019
Phase
2B(1)
Future
Build
C (15.7)
NB
Approach
L T R L T R L T R L T R
A
(8.1)
A
(0.0)
A
(0.0)
A
(7.4)
A
(0.0)
A
(0.0)
C
(15.7)
C
(15.7)
C
(15.7)
B
(11.6)
B
(11.6)
B
(11.6)
A (2.1) A (0.1) C (15.7) B (11.6)
PM Peak Hour
2019
Future
No Build
B (10.0)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.5)
A
(0.0)
A
(0.0)
B
(10.0)
B
(10.0)
B
(10.0)
A
(9.6)
A
(9.6)
A
(9.6)
A (0.2) A (0.5) B (10.0) A (9.6)
2019
Phase
2B(1)
Future
Build
C (18.6)
NB
Approach
L T R L T R L T R L T R
A
(7.8)
A
(0.0)
A
(0.0)
A
(8.0)
A
(0.0)
A
(0.0)
C
(18.6)
C
(18.6)
C
(18.6)
B
(10.4)
B
(10.4)
B
(10.4)
A (2.2) A (0.2) C (18.6) B (10.4)
07/30/2018 160278 Tarin Woods II – Addendum 7
Manassas Drive at Appomattox Drive
This unsignalized intersection is expected to operate at LOS B in the AM peak and LOS
A in the PM peak in 2019 future no build conditions. In 2019 Phase 2B(1) build
conditions, it is expected to operate at LOS B in the AM peak and LOS C in the PM
peak. Therefore, no improvements are recommended to accommodate Phase 2B(1)
traffic.
Table 6 - Manassas Drive at Appomattox Drive*
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019 Future No
Build
B (10.4)
NB
Approach
L T R L T R L T R L T R
A
(0.5) A
(0.5) B
(10.4)
B
(10.4) A
(9.1)
A
(9.1)
A (0.5) B (10.4) A (9.1)
2019 Phase
2B(1) Future
Build
B (15.6)
NB
Approach
L T R L T R L T R L T R
A
(3.3) A
(3.3) C
(15.6)
C
(15.6) A
(9.0)
A
(9.0)
A (3.3) C (15.6) A (9.0)
PM Peak Hour
2019 Future No
Build
A (9.7)
NB
Approach
L T R L T R L T R L T R
A
(0.3) A
(0.3) A
(9.7)
A
(9.7) A
(9.2)
A
(9.2)
A (0.3) A (9.7) A (9.2)
2019 Phase
2B(1) Future
Build
C (15.4)
NB
Approach
L T R L T R L T R L T R
A
(4.6) A
(4.6) C
(15.4)
C
(15.4) A
(8.9)
A
(8.9)
A (4.6) C (15.4) A (8.9)
*HCM 2000 used for results at this intersection due to HCM 2010 being unable to produce results based on geometric configuration
07/30/2018 160278 Tarin Woods II – Addendum 8
Lieutenant Congleton Road at Tarin Road
This unsignalized intersection is expected to operate at LOS A in both the AM and PM
peaks in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions, it is
expected to remain unchanged. Therefore, no improvements are recommended to
accommodate Phase 2B(1) traffic.
Table 7 - Lieutenant Congleton Road at Tarin Road
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019 Future
No Build
A (8.8)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0) A
(8.8) A
(8.8)
A (0.0) A (3.2) A (8.8)
2019 Phase
2B(1) Future
Build
A (9.1)
NB
Approach
L T R L T R L T R L T R
A
(7.2)
A
(0.0)
A
(0.0)
A
(7.2)
A
(0.0)
A
(0.0)
A
(9.1)
A
(9.1)
A
(9.1)
A
(8.7)
A
(8.7)
A
(8.7)
A (2.1) A (2.2) A (9.1) A (8.7)
PM Peak Hour
2019 Future
No Build
A (8.6)
NB
Approach
L T R L T R L T R L T R
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0) A
(8.6) A
(8.6)
A (0.0) A (1.2) A (8.6)
2019 Phase
2B(1) Future
Build
A (9.0)
NB
Approach
L T R L T R L T R L T R
A
(7.3)
A
(0.0)
A
(0.0)
A
(7.3)
A
(0.0)
A
(0.0)
A
(9.0)
A
(9.0)
A
(9.0)
A
(8.9)
A
(8.9)
A
(8.9)
A (2.1) A (0.7) A (9.0) A (8.9)
07/30/2018 160278 Tarin Woods II – Addendum 9
US 421 (Carolina Beach Road) at U-turn north of Kings Highway
This signalized intersection is expected to operate at LOS A in the AM peak and LOS B
in the PM peak in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions,
it is expected to remain unchanged. Therefore, no improvements are recommended to
accommodate Phase 2B(1) traffic.
Table 8 - US 421 (Carolina Beach Road) at U-Turn north of Kings Highway
Scenario LOS
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019 Future
No Build A (7.1)
L T R L T R U T R L T R
E
(72.9)
A
(0.0) A
(3.6)
N/A* A (3.6)
2019 Phase
2B(1) Future
Build
A (6.9)
L T R L T R U T R L T R
E
(70.5)
A
(0.0) A
(3.7)
N/A* A (3.7)
PM Peak Hour
2019 Future
No Build B (10.1)
L T R L T R U T R L T R
E
(72.1)
A
(0.0) A
(6.9)
N/A* A (6.9)
2019 Phase
2B(1) Future
Build
B (11.5)
L T R L T R U T R L T R
E
(79.4)
A
(0.0) A
(8.2)
N/A* A (8.2)
*Due to Synchro modeling practices for superstreets, which requires 2 separate nodes, the approach LOS can not be
provided
07/30/2018 160278 Tarin Woods II – Addendum 10
US 421 (Carolina Beach Road) at Autumn Care Nursing Home
This unsignalized intersection is expected to operate at LOS C in both the AM and PM
peaks in 2019 future no build conditions. In 2019 Phase 2B(1) build conditions, it is
expected to operate at LOS D in the AM peak and LOS C in the PM peak. Therefore, no
improvements are recommended to accommodate Phase 2B(1) traffic.
Table 9 - US 421 (Carolina Beach Road) at Autumn Care Nursing Home
Scenario
LOS of
Worst
Approach
Level of Service by Approach
(Delay in sec/veh)
Eastbound Westbound Northbound Southbound
AM Peak Hour
2019 Future
No Build
C (23.4)
WB
Approach
L T R L T R U T R LU T R
C
(23.4)
C
(21.5)
A
(0.0)
A
(0.0)
F
(57.6)
A
(0.0)
C (23.4) A (0.0) A (0.9)
2019 Phase
2B(1) Future
Build
D (27.0)
WB
Approach
L T R L T R U T R LU T R
D
(27.0)
C
(22.8)
A
(0.0)
A
(0.0)
F
(86.0)
A
(0.0)
D (27.0) A (0.0) A (1.3)
PM Peak Hour
2019 Future
No Build
C (19.4)
WB
Approach
L T R L T R U T R LU T R
C
(19.4)
F
(50.5)
A
(0.0)
A
(0.0)
D
(33.5)
A
(0.0)
C (19.4) A (0.3) A (0.3)
2019 Phase
2B(1) Future
Build
C (21.3)
WB
Approach
L T R L T R U T R LU T R
C
(21.3)
F
(66.9)
A
(0.0)
A
(0.0)
E
(41.4)
A
(0.0)
C (21.3) A (0.4) A (0.3)
07/30/2018 160278 Tarin Woods II – Addendum 11
Queue Results
Table 10 below shows the queue results for all exclusive turn lanes during the Phase 2B(1) scenario. Figure E shows the
recommended improvements.
Table 10 - Queue Results
AM Peak Hour Queues
Scenario US 421 (Carolina Beach Road) at Kings
Highway
US 421 (Carolina Beach Road) at
Sanders Road US 421 (Carolina Beach Road) at Manassas Drive
US 421
(Carolina
Beach Road) at
U-turn
north of
Kings
Highway
US 421 (Carolina Beach Road) at
Autumn Care
Nursing Driveway
2019 FNB EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 69 181 120 60 292 400 275 625 36 350 72 29 85 30 48 918 75 0 72 31
95th Percentile Queue (ft) 68 141 103 59 244 474 217 347 51 83 52 9 71 5 27 164 116 0 27.5 2.5
Storage Bay
(ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2019 Phase
2B(1) EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 115 159 147 122 264 400 275 625 35 341 73 87 109 28 71 924 91 0 73 31
95th Percentile Queue (ft) 68 141 103 59 202 474 225 516 51 83 52 14 122 5 27 518 107 0 40 2.5
Storage Bay
(ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2019 Phase
2B(1) with Improvements EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 170 32 350 73 28 104 50 50 152
95th Percentile Queue (ft) 487 227 178 52 98 52 16 115 5 27 205
Storage Bay
(ft) 300 200 550 + 200 125 100 350 100 400 175 FULL FULL + 200
07/30/2018 160278 Tarin Woods II – Addendum 12
PM Peak Hour Queues
Scenario US 421 (Carolina Beach Road) at Kings
Highway
US 421 (Carolina Beach Road) at
Sanders Road US 421 (Carolina Beach Road) at Manassas Drive
US 421
(Carolina
Beach
Road) at
U-turn north of
Kings
Highway
US 421 (Carolina
Beach Road) at
Autumn Care Nursing Driveway
2019 FNB EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 160 223 214 63 282 400 275 333 53 350 73 28 109 66 67 82 73 25 31 53
95th Percentile
Queue (ft) 90 191 123 62 250 502 166 259 43 53 120 15 109 7 49 75 214 10 12.5 12.5
Storage Bay
(ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2019 Phase
2B(1) EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 132 312 114 64 257 400 275 390 325 350 91 111 104 52 50 238 110 52 424 52
95th Percentile
Queue (ft) 90 191 124 59 248 502 188 372 39 75 120 37 231 6 49 228 206 12.5 15 15
Storage Bay (ft) 100+FULL 200+FULL 325 250 600 300 200 550 125 100 350 100 400 175 FULL FULL 600 325 325 FULL
2019 Phase
2B(1) with
Improvements
EBR WBR NBL NBR SBL EBL EBR NBLU SBLU SBR NBLU NBR SBLU SBR EBR WBR NBU NBU SBLU WBR
Max Queue (ft) 400 275 138 324 350 96 94 122 52 71 126
95th Percentile
Queue (ft) 490 187 169 39 63 120 50 243 6 49 84
Storage Bay (ft) 300 200 550 + 200 125 100 350 100 400 175 FULL FULL + 200 600 325 325 FULL
Sh
i
l
o
h
Dr
i
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Ta
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Ro
a
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Ap
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PROJECT NUMBER 160278
TARIN WOODS II
N
SIGNALIZED
INTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
ROADWAY
LEGEND
Thisdocument,togetherwiththeconceptsanddesignspresentedherein,is
intendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwritten
authorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient.
FIGUREEPHASE 2B(1)RECOMMENDED IMPROVEMENTS
Sanders
Road
RIGHTIN /
RIGHTOUT
300'
SPEEDLIMIT55
FULL
SPEEDLIMIT45
SPEEDLIMIT
35
SPEEDLIMIT
35
US
4
2
1
Sh
i
l
o
h
D
r
i
v
e
Lieutenant
Congleton Road
Ap
p
o
m
a
t
t
o
x
Dr
i
v
e
Manassas Drive
SPEEDLIMIT
55
US
4
2
1
32
5
'
55
0
'
200'
12
5
'
10
0
'
17
5
'
40
0
'
FULL
35
0
'
10
0
'
Ta
r
i
n
Ro
a
d
FULL Kings
Highway
60
0
'
100'
FULL
FU
L
L
60
0
'
200'
25
0
'
BLACK = EXISTING
GREY = UNANALYZED
GREEN = COMMITTED
BLUE = PROPOSEDINPHASE
2B(1)
PURPLE = RECOMMENDEDIN
PHASE 2A
200'
20
0
'
Signal Modifications
Signal Modifications
07/30/2018 160278 Tarin Woods II – Addendum 13
Density Calculation
The client wishes for DAVENPORT to analyze the Phase 2A build to see if the amount
of homes can be increased before either of the improvements listed for Phase 2B(1)
would need to be implemented. The current Phase 2A is for 214 single family homes.
The closest level of service that will increase is at the intersection of US 421 (Carolina
Beach Road) and Manassas Drive. The current Level of Service is a C in the AM peak.
The amount of single family homes can be increased to 255 homes before the Level of
Service C in the PM peak were to rise to LOS D. Therefore, 255 homes could be
constructed prior to providing the improvements outlined for Phase 2B(1).
Summary and Conclusion
The client has given notice to DAVENPORT that they are pursuing re-zoning of the
property with New Hanover County. The land plan and re-zoning request includes a
build phase not previously evaluated in the submitted Traffic Impact Analysis (TIA). The
client, NCDOT, and WMPO wish to have analysis results for the proposed land use
size, which is 339 single family homes and 192 apartments. Since the proposed land
use size is between the Phase 2A and Phase 2B submitted in the TIA, this
new/additional phase will be labeled as Phase 2B(1). It is assumed that the build year is
2019.
Based on the analysis, below are the recommendations:
• Provide an additional northbound left turn lane consisting of a shared left and U-
turn lane with 200 feet of storage and appropriate taper at the US 421 (Carolina
Beach Road) and Sanders Road intersection. Additionally, signal modifications
will be necessary.
• Provide a second westbound right turn lane with 200 feet of storage and
appropriate taper at the US 421 (Carolina Beach Road) and Manassas Drive
intersection. Additionally, signal modifications will be necessary.
In conclusion, this study has reviewed the impacts of both background traffic and the
Phase 2B(1) development traffic, and has determined that with the recommended
improvements in place that there will be adequate capacity to accommodate future
traffic. Please note that all accesses to the site are required to be constructed by
NCDOT standards.
07/30/2018 160278 Tarin Woods II – Addendum 14
APPENDIX
07/30/2018 160278 Tarin Woods II – Addendum 15
LOS Results
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007200168582147139153149338
Future Volume (vph)007200168582147139153149338
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662019582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008000187642386154170165942
Shared Lane Traffic (%)
Lane Group Flow (vph)008000187642386154170165942
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.420.420.4125.6125.620.4125.6125.6
Actuated g/C Ratio0.130.130.130.810.810.130.810.81
v/c Ratio0.220.510.280.840.120.740.580.03
Control Delay60.367.262.313.84.077.410.35.3
Queue Delay0.00.00.00.00.00.00.30.0
Total Delay60.367.262.313.84.077.410.65.3
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEBA
Approach Delay60.367.214.416.5
Approach LOS EEBB
Queue Length 50th (ft)4210260652291713588
Queue Length 95th (ft)681411039915924459127
Internal Link Dist (ft)46314861939502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172848127431728481274
Starvation Cap Reductn0 000004620
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.370.200.840.120.540.700.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 18.1Intersection LOS: B
Intersection Capacity Utilization 76.2%ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)53741474411312814824173
Future Volume (vph)53741474411312814824173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018350017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)59741634411414216474193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)298303163 090015616510022
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)26.826.826.87.28.993.17.4
Actuated g/C Ratio0.190.190.190.050.060.650.05
v/c Ratio0.950.960.550.101.430.720.24
Control Delay97.2100.160.767.5283.921.772.2
Queue Delay0.00.00.00.00.00.00.0
Total Delay97.2100.160.767.5283.921.772.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1216360
Future Volume (vph)1216360
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1351400
Shared Lane Traffic (%)
Lane Group Flow (vph)1351400
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)85.9117.9
Actuated g/C Ratio0.600.82
v/c Ratio0.640.31
Control Delay21.83.5
Queue Delay0.00.0
Total Delay21.83.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFCE
Approach Delay90.667.544.3
Approach LOSFED
Queue Length 50th (ft)2902961398~19754520
Queue Length 95th (ft)#474#48421729#34784251
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308961092286111
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.910.920.530.091.430.720.20
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.43
Intersection Signal Delay: 41.9Intersection LOS: D
Intersection Capacity Utilization 84.5%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay18.3
Approach LOSB
Queue Length 50th (ft)40459
Queue Length 95th (ft)60683
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21091310
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.640.31
Intersection Summary
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)19530001660178818000
Future Volume (vph)19530001660178818000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.987
Satd. Flow (prot)018390001611035391583000
Flt Permitted0.987
Satd. Flow (perm)018390001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)21590001840198720000
Shared Lane Traffic (%)
Lane Group Flow (vph)0800001840198720000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.03.0
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.711.752.252.2
Actuated g/C Ratio0.150.150.690.69
v/c Ratio0.280.740.820.02
Control Delay30.449.812.64.3
Queue Delay0.00.00.00.0
Total Delay30.449.812.64.3
LOSCDBA
Approach Delay30.449.812.5
Approach LOSCDB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)33823203
Queue Length 95th (ft)71#1644329
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)31927924321088
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.250.660.820.02
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 16.2Intersection LOS: B
Intersection Capacity Utilization 78.8%ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0018046 00000136611
Future Volume (vph)0018046 00000136611
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0020051 00000151812
Shared Lane Traffic (%)
Lane Group Flow (vph)0020051 00000151812
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.78.765.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.500.01
Control Delay30.632.93.12.5
Queue Delay0.00.00.00.0
Total Delay30.632.93.12.5
LOSCCAA
Approach Delay30.632.93.1
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)922961
Queue Length 95th (ft)27521595
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130621345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.070.160.500.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay: 4.4Intersection LOS: A
Intersection Capacity Utilization 98.4%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 26
Intersection
Int Delay, s/veh1.9
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h14844145424 44444
Future Vol, veh/h14844145424 44444
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow15344161427 44444
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All16600580023523256234232163
Stage 1------5858-172172-
Stage 2------177174-6260-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1412--1546--7206681011721668882
Stage 1------954847-830756-
Stage 2------825755-949845-
Platoon blocked, %----
Mov Cap-1 Maneuver1412--1546--7116651011712665882
Mov Cap-2 Maneuver------711665-712665-
Stage 1------953846-829754-
Stage 2------814753-939844-
ApproachEBWBNBSB
HCM Control Delay, s0.10.210.29.9
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7321412--1546--742
HCM Lane V/C Ratio0.0490.001--0.003--0.018
HCM Control Delay (s)10.27.60-7.30-9.9
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)456192444
Future Volume (Veh/h)456192444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)462213444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume04539700
vC1, stage 1 conf vol39390
vC2, stage 2 conf vol6070
vCu, unblocked vol04539700
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100769999100
cM capacity (veh/h)16238817847591085
Direction, Lane #EB 1NB 1SB 1
Volume Total662178
Volume Left42130
Volume Right6204
cSH1623879893
Volume to Capacity0.000.250.01
Queue Length 95th (ft)0241
Control Delay (s)0.510.49.1
Lane LOSABA
Approach Delay (s)0.510.49.1
Approach LOSBA
Intersection Summary
Average Delay 8.1
Intersection Capacity Utilization 27.9%ICU Level of Service A
Analysis Period (min)15
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 32
Intersection
Int Delay, s/veh6.5
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h3745411
Future Vol, veh/h3745411
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow3846461
Major/MinorMajor1Major2Minor1
Conflicting Flow All00110217
Stage 1----7-
Stage 2----14-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1608-9961075
Stage 1----1016-
Stage 2----1009-
Platoon blocked, %---
Mov Cap-1 Maneuver--1608-9941075
Mov Cap-2 Maneuver----994-
Stage 1----1016-
Stage 2----1007-
ApproachEBWBNB
HCM Control Delay, s03.28.8
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)996--1608-
HCM Lane V/C Ratio0.047--0.003-
HCM Control Delay (s)8.8--7.20
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0.1--0-
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)90 00001706
Future Volume (vph)90 00001706
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)100 00001896
Shared Lane Traffic (%)
Lane Group Flow (vph)100 00001896
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)14.3131.7
Actuated g/C Ratio0.090.84
v/c Ratio0.620.44
Control Delay72.93.6
Queue Delay0.00.0
Total Delay72.93.6
LOSEA
Approach Delay72.93.6
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)101141
Queue Length 95th (ft)m116201
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)3174292
Starvation Cap Reductn00
Spillback Cap Reductn078
Storage Cap Reductn00
Reduced v/c Ratio0.320.45
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 7.1Intersection LOS: A
Intersection Capacity Utilization 103.2%ICU Level of Service G
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
HCM 2010 TWSC
800: US 421 & Autumn Care Nursin Driveway 07/30/2018
160278 Tarin Woods II AM 2019 FNB
C. Steiss Page 37
Intersection
Int Delay, s/veh0.4
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0612003810161580
Future Vol, veh/h0612003810161580
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712226911181756
Major/MinorMinor1Major1Major2
Conflicting Flow All-1117128100223322340
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0202219--52229-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-202219--9696-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s23.400.9
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)219--20296-
HCM Lane V/C Ratio0.005--0.0330.301-
HCM Control Delay (s)21.5--23.457.6-
HCM Lane LOSC--CF-
HCM 95th %tile Q(veh)0--0.11.1-
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)007200168582348139153155638
Future Volume (vph)007200168582348139153155638
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662018582
Travel Time (s)10.630.525.07.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)008000187642609154170172942
Shared Lane Traffic (%)
Lane Group Flow (vph)008000187642609154170172942
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)33.033.033.0123.0123.033.0123.0123.0
Total Split (%)21.2%21.2%21.2%78.8%78.8%21.2%78.8%78.8%
Maximum Green (s)26.927.026.9117.1117.127.0116.8116.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.420.420.4125.6125.620.4125.6125.6
Actuated g/C Ratio0.130.130.130.810.810.130.810.81
v/c Ratio0.220.510.280.920.120.740.610.03
Control Delay60.367.262.318.94.078.98.53.9
Queue Delay0.00.00.00.00.00.00.20.0
Total Delay60.367.262.318.94.078.98.73.9
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEEBAEAA
Approach Delay60.367.219.114.7
Approach LOS EEBB
Queue Length 50th (ft)4210260883291702747
Queue Length 95th (ft)68141103#14395920264027
Internal Link Dist (ft)46314861938502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)5005003172848127431728481274
Starvation Cap Reductn0 000003760
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.160.370.200.920.120.540.700.03
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 150 (96%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 19.8Intersection LOS: B
Intersection Capacity Utilization 81.7%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 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)53741524416714116834173
Future Volume (vph)53741524416714116834173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018350017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)59741694417415718704193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)298303169 090023118740022
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)35.035.035.014.014.015.015.080.015.015.0
Total Split (%)24.3%24.3%24.3%9.7%9.7%10.4%10.4%55.6%10.4%10.4%
Maximum Green (s)28.128.128.17.67.68.98.973.79.19.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)26.826.826.87.28.993.17.4
Actuated g/C Ratio0.190.190.190.050.060.650.05
v/c Ratio0.950.960.570.102.120.820.24
Control Delay97.2100.161.567.5563.225.172.2
Queue Delay0.00.00.00.00.00.00.0
Total Delay97.2100.161.567.5563.225.172.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1279360
Future Volume (vph)1279360
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1421400
Shared Lane Traffic (%)
Lane Group Flow (vph)1421400
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)80.035.0
Total Split (%)55.6%24.3%
Maximum Green (s)73.428.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)85.9117.9
Actuated g/C Ratio0.600.82
v/c Ratio0.670.31
Control Delay22.73.5
Queue Delay0.00.0
Total Delay22.73.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFCE
Approach Delay90.567.584.2
Approach LOSFEF
Queue Length 50th (ft)2902961448~34370220
Queue Length 95th (ft)#474#48422529#516#112151
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)328329308961092286111
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.910.920.550.092.120.820.20
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 140
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 2.12
Intersection Signal Delay: 59.8Intersection LOS: E
Intersection Capacity Utilization 90.0%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay19.2
Approach LOSB
Queue Length 50th (ft)43859
Queue Length 95th (ft)65783
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)21091310
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.670.31
Intersection Summary
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)191200004340178835000
Future Volume (vph)191200004340178835000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.993
Satd. Flow (prot)018500001611035391583000
Flt Permitted0.993
Satd. Flow (perm)018500001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)211330004820198739000
Shared Lane Traffic (%)
Lane Group Flow (vph)01540004820198739000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)19.019.019.057.057.0
Total Split (%)25.0%25.0%25.0%75.0%75.0%
Maximum Green (s)13.213.213.250.750.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)13.213.250.750.7
Actuated g/C Ratio0.170.170.670.67
v/c Ratio0.481.730.840.04
Control Delay34.0367.214.04.5
Queue Delay0.00.00.00.0
Total Delay34.0367.214.04.5
LOSCFBA
Approach Delay34.0367.213.8
Approach LOSCFB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)66~3423205
Queue Length 95th (ft)122#51843214
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)32127923601056
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.481.730.840.04
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.73
Intersection Signal Delay: 79.0Intersection LOS: E
Intersection Capacity Utilization 98.6%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0018046 00000142011
Future Volume (vph)0018046 00000142011
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0020051 00000157812
Shared Lane Traffic (%)
Lane Group Flow (vph)0020051 00000157812
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.78.765.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.520.01
Control Delay30.632.93.22.5
Queue Delay0.00.00.00.0
Total Delay30.632.93.22.5
LOSCCAA
Approach Delay30.632.93.2
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)9221031
Queue Length 95th (ft)27521715
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130621345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.070.160.520.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.52
Intersection Signal Delay: 4.5Intersection LOS: A
Intersection Capacity Utilization 100.4%ICU Level of Service G
Analysis Period (min) 15
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 26
Intersection
Int Delay, s/veh3.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h359844306424 4444107
Future Vol, veh/h359844306424 4444107
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow3910944340427 4444119
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All3440011300602542111544542342
Stage 1------189189-351351-
Stage 2------413353-193191-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1215--1476--412447942450447701
Stage 1------813744-666632-
Stage 2------616631-809742-
Platoon blocked, %----
Mov Cap-1 Maneuver1215--1476--330431942432431701
Mov Cap-2 Maneuver------330431-432431-
Stage 1------785719-643630-
Stage 2------506629-773717-
ApproachEBWBNBSB
HCM Control Delay, s2.10.115.711.6
HCM LOSCB
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)3711215--1476--672
HCM Lane V/C Ratio0.0960.032--0.003--0.19
HCM Control Delay (s)15.78.10-7.40-11.6
HCM Lane LOSCAA-AA-B
HCM 95th %tile Q(veh)0.30.1--0--0.7
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)466020544147
Future Volume (Veh/h)466020544147
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)516722844163
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume03001361690
vC1, stage 1 conf vol1361360
vC2, stage 2 conf vol1650169
vCu, unblocked vol03001361690
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %9760999985
cM capacity (veh/h)16235696886661085
Direction, Lane #EB 1NB 1SB 1
Volume Total118232167
Volume Left512280
Volume Right670163
cSH16235711069
Volume to Capacity0.030.410.16
Queue Length 95th (ft)24914
Control Delay (s)3.315.69.0
Lane LOSACA
Approach Delay (s)3.315.69.0
Approach LOSCA
Intersection Summary
Average Delay 10.6
Intersection Capacity Utilization 37.1%ICU Level of Service A
Analysis Period (min)15
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 32
Intersection
Int Delay, s/veh7
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h4 3745441414413
Future Vol, veh/h4 3745441414413
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow4 3846446414414
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All100011004235736378
Stage 1------1616-1717-
Stage 2------2619-1920-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1608--96185710759708551074
Stage 1------1004882-1002881-
Stage 2------992880-1000879-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1608--94085210759618501074
Mov Cap-2 Maneuver------940852-961850-
Stage 1------1001879-999878-
Stage 2------971877-991876-
ApproachEBWBNBSB
HCM Control Delay, s2.12.29.18.7
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9341610--1608--1001
HCM Lane V/C Ratio0.0550.003--0.003--0.023
HCM Control Delay (s)9.17.20-7.20-8.7
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.20--0--0.1
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)90 00001769
Future Volume (vph)90 00001769
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)100 00001966
Shared Lane Traffic (%)
Lane Group Flow (vph)100 00001966
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)33.0123.0
Total Split (%)21.2%78.8%
Maximum Green (s)26.9117.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)14.3131.7
Actuated g/C Ratio0.090.84
v/c Ratio0.620.46
Control Delay70.53.7
Queue Delay0.00.0
Total Delay70.53.7
LOSEA
Approach Delay70.53.7
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)98149
Queue Length 95th (ft)m107213
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)3174292
Starvation Cap Reductn00
Spillback Cap Reductn095
Storage Cap Reductn00
Reduced v/c Ratio0.320.47
Intersection Summary
Area Type:Other
Cycle Length: 156
Actuated Cycle Length: 156
Offset: 130 (83%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 6.9Intersection LOS: A
Intersection Capacity Utilization 110.0%ICU Level of Service H
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 700: US 421 & U-Turn
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 07/30/2018
160278 Tarin Woods II AM 2019 Phase 2B(1)
C. Steiss Page 37
Intersection
Int Delay, s/veh0.6
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h0612204810161643
Future Vol, veh/h0612204810161643
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow0712449911181826
Major/MinorMinor1Major1Major2
Conflicting Flow All-1229133200245624580
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver0170203--37186-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-170203--7171-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s2701.3
HCM LOSD
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)203--17071-
HCM Lane V/C Ratio0.005--0.0390.407-
HCM Control Delay (s)22.8--2786-
HCM Lane LOSC--DF-
HCM 95th %tile Q(veh)0--0.11.6-
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)53741524416714116834173
Future Volume (vph)53741524416714116834173
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00201
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.950.970.950.950.951.00
Frt0.8500.985
Flt Protected0.9500.9530.9780.9500.950
Satd. Flow (prot)168116861583017940034333539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018350034333539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)59741694417415718704193
Shared Lane Traffic (%)50%
Lane Group Flow (vph)298303169 090023118740022
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)34.034.034.014.014.018.018.084.012.012.0
Total Split (%)23.6%23.6%23.6%9.7%9.7%12.5%12.5%58.3%8.3%8.3%
Maximum Green (s)27.127.127.17.67.611.911.977.76.16.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)26.426.426.47.211.694.06.9
Actuated g/C Ratio0.180.180.180.050.080.650.05
v/c Ratio0.970.980.580.100.840.810.26
Control Delay101.4104.362.567.589.824.174.3
Queue Delay0.00.00.00.00.00.00.0
Total Delay101.4104.362.567.589.824.174.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)1279360
Future Volume (vph)1279360
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)1421400
Shared Lane Traffic (%)
Lane Group Flow (vph)1421400
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)78.034.0
Total Split (%)54.2%23.6%
Maximum Green (s)71.427.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)83.6115.2
Actuated g/C Ratio0.580.80
v/c Ratio0.690.32
Control Delay24.54.2
Queue Delay0.00.0
Total Delay24.54.2
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFCE
Approach Delay94.067.531.3
Approach LOSFEC
Queue Length 50th (ft)293300146811168720
Queue Length 95th (ft)#487#49522729#178#107752
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)31631729796283230984
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio0.940.960.570.090.820.810.26
Intersection Summary
Area Type:Other
Cycle Length: 144
Actuated Cycle Length: 144
Offset: 90 (63%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 140
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 37.4Intersection LOS: D
Intersection Capacity Utilization 90.0%ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 19
Lane GroupSBTSBR
LOSCA
Approach Delay20.7
Approach LOSC
Queue Length 50th (ft)45670
Queue Length 95th (ft)67798
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)20531274
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.690.31
Intersection Summary
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)191200004340178835000
Future Volume (vph)191200004340178835000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0002000000
Storage Lanes00010100
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.000.881.000.951.001.001.001.00
Frt0.8500.850
Flt Protected0.993
Satd. Flow (prot)018500002787035391583000
Flt Permitted0.993
Satd. Flow (perm)018500002787035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)211330004820198739000
Shared Lane Traffic (%)
Lane Group Flow (vph)01540004820198739000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)22.022.022.054.054.0
Total Split (%)28.9%28.9%28.9%71.1%71.1%
Maximum Green (s)16.216.216.247.747.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)15.515.548.448.4
Actuated g/C Ratio0.200.200.640.64
v/c Ratio0.410.850.880.04
Control Delay29.744.618.05.6
Queue Delay0.00.00.00.0
Total Delay29.744.618.05.6
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCDBA
Approach Delay29.744.617.8
Approach LOSCDB
Queue Length 50th (ft)631233706
Queue Length 95th (ft)115#205#51416
Internal Link Dist (ft)191142689
Turn Bay Length (ft)200
Base Capacity (vph)39459422541008
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.390.810.880.04
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 23.3Intersection LOS: C
Intersection Capacity Utilization 86.9%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: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0018046 00000142011
Future Volume (vph)0018046 00000142011
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)0020051 00000157812
Shared Lane Traffic (%)
Lane Group Flow (vph)0020051 00000157812
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)16.016.060.060.0
Total Split (%)21.1%21.1%78.9%78.9%
Maximum Green (s)10.710.753.953.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)8.78.765.864.6
Actuated g/C Ratio0.110.110.870.85
v/c Ratio0.110.240.520.01
Control Delay30.632.93.22.5
Queue Delay0.00.00.00.0
Total Delay30.632.93.22.5
LOSCCAA
Approach Delay30.632.93.2
Approach LOSCCA
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods IIAM 2019 Phase 2B(1) with Improvements
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)9221031
Queue Length 95th (ft)27521715
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)26931130621345
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.070.160.520.01
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.52
Intersection Signal Delay: 4.5Intersection LOS: A
Intersection Capacity Utilization 100.4%ICU Level of Service G
Analysis Period (min) 15
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010200235941557107168187178
Future Volume (vph)0010200235941557107168187178
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662024582
Travel Time (s)10.630.525.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00113002611041730119187207987
Shared Lane Traffic (%)
Lane Group Flow (vph)00113002611041730119187207987
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)21.021.021.0121.0121.021.0121.0121.0
Actuated g/C Ratio0.140.140.140.800.800.140.800.80
v/c Ratio0.290.680.430.610.090.770.740.07
Control Delay59.871.153.611.56.079.713.64.6
Queue Delay0.00.00.00.00.00.00.30.0
Total Delay59.871.153.611.56.079.713.94.6
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEDBAEBA
Approach Delay59.871.113.418.8
Approach LOS EEBB
Queue Length 50th (ft)57140914342619018712
Queue Length 95th (ft)90191m123m412m622501048m49
Internal Link Dist (ft)46314861944502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4584582912818126029128181260
Starvation Cap Reductn0 000002120
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.250.570.360.610.090.640.800.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 20.4Intersection LOS: C
Intersection Capacity Utilization 65.3%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)439494241119811991204
Future Volume (vph)439494241119811991204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018270017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)48841042411210913321224
Shared Lane Traffic (%)50%
Lane Group Flow (vph)244248104 070012113330026
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)18.118.118.17.610.9109.37.6
Actuated g/C Ratio0.120.120.120.050.070.720.05
v/c Ratio1.221.240.550.080.960.520.30
Control Delay188.8195.575.270.3134.214.186.4
Queue Delay0.00.00.00.00.00.00.0
Total Delay188.8195.575.270.3134.214.186.4
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2024371
Future Volume (vph)2024371
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2249412
Shared Lane Traffic (%)
Lane Group Flow (vph)2249412
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)100.4123.7
Actuated g/C Ratio0.660.81
v/c Ratio0.960.32
Control Delay39.23.5
Queue Delay0.00.0
Total Delay39.23.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFBF
Approach Delay171.870.324.1
Approach LOSFEC
Queue Length 50th (ft)~311~32099712224525
Queue Length 95th (ft)#502#51216624#259654m43
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031262545129
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.221.240.550.070.960.520.20
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay: 48.4Intersection LOS: D
Intersection Capacity Utilization 97.3%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 19
Lane GroupSBTSBR
LOSDA
Approach Delay34.2
Approach LOSC
Queue Length 50th (ft)1214117
Queue Length 95th (ft)#146853
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)23371288
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio0.960.32
Intersection Summary
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)23131000820111831000
Future Volume (vph)23131000820111831000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.992
Satd. Flow (prot)018480001611035391583000
Flt Permitted0.992
Satd. Flow (perm)018480001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)26146000910124234000
Shared Lane Traffic (%)
Lane Group Flow (vph)0172000910124234000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)11.411.452.552.5
Actuated g/C Ratio0.150.150.690.69
v/c Ratio0.620.380.510.03
Control Delay31.932.47.04.7
Queue Delay0.00.00.00.0
Total Delay31.932.47.04.7
LOSCCAA
Approach Delay31.932.46.9
Approach LOSCCA
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)92391224
Queue Length 95th (ft)m1097520515
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)44238524441093
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.390.240.510.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 40
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay: 11.2Intersection LOS: B
Intersection Capacity Utilization 59.1%ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00420131 00000190833
Future Volume (vph)00420131 00000190833
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00470146 00000212037
Shared Lane Traffic (%)
Lane Group Flow (vph)00470146 00000212037
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)14.014.021.121.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.790.03
Control Delay30.738.811.92.7
Queue Delay0.00.00.00.0
Total Delay30.738.811.92.7
LOSCDBA
Approach Delay30.738.811.8
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20646486
Queue Length 95th (ft)49120m834m7
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.790.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 13.8Intersection LOS: B
Intersection Capacity Utilization 95.3%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 26
Intersection
Int Delay, s/veh1.6
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h410923454413 44244
Future Vol, veh/h410923454413 44244
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow412126460414 44244
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All64001470021921613421822762
Stage 1------143143-7171-
Stage 2------7673-147156-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1538--1435--7376829157386721003
Stage 1------860779-939836-
Stage 2------933834-856769-
Platoon blocked, %----
Mov Cap-1 Maneuver1538--1435--7276789157276681003
Mov Cap-2 Maneuver------727678-727668-
Stage 1------857777-936833-
Stage 2------921831-844767-
ApproachEBWBNBSB
HCM Control Delay, s0.20.5109.6
HCM LOSBA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)7461538--1435--786
HCM Lane V/C Ratio0.0310.003--0.003--0.014
HCM Control Delay (s)107.30-7.50-9.6
HCM Lane LOSBAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)410868444
Future Volume (Veh/h)410868444
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)412076444
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume074681280
vC1, stage 1 conf vol68680
vC2, stage 2 conf vol60128
vCu, unblocked vol074681280
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %100919999100
cM capacity (veh/h)16238507617151085
Direction, Lane #EB 1NB 1SB 1
Volume Total124808
Volume Left4760
Volume Right12004
cSH1623845862
Volume to Capacity0.000.090.01
Queue Length 95th (ft)081
Control Delay (s)0.39.79.2
Lane LOSAAA
Approach Delay (s)0.39.79.2
Approach LOSAA
Intersection Summary
Average Delay 4.2
Intersection Capacity Utilization 24.2%ICU Level of Service A
Analysis Period (min)15
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 32
Intersection
Int Delay, s/veh2
MovementEBTEBRWBLWBTNBLNBR
Lane Configurations
Traffic Vol, veh/h630 1584
Future Vol, veh/h630 1584
Conflicting Peds, #/hr0 00000
Sign Control FreeFreeFreeFreeStopStop
RT Channelized-None-None-None
Storage Length----0-
Veh in Median Storage, #0--00-
Grade, %0--00-
Peak Hour Factor909090909090
Heavy Vehicles, %2 22222
Mvmt Flow733 1694
Major/MinorMajor1Major2Minor1
Conflicting Flow All004003123
Stage 1----23-
Stage 2----8-
Critical Hdwy--4.12-6.426.22
Critical Hdwy Stg 1----5.42-
Critical Hdwy Stg 2----5.42-
Follow-up Hdwy--2.218-3.5183.318
Pot Cap-1 Maneuver--1570-9831054
Stage 1----1000-
Stage 2----1015-
Platoon blocked, %---
Mov Cap-1 Maneuver--1570-9821054
Mov Cap-2 Maneuver----982-
Stage 1----1000-
Stage 2----1014-
ApproachEBWBNB
HCM Control Delay, s01.28.6
HCM LOSA
Minor Lane/Major MvmtNBLn1EBTEBRWBLWBT
Capacity (veh/h)1005--1570-
HCM Lane V/C Ratio0.013--0.001-
HCM Control Delay (s)8.6--7.30
HCM Lane LOSA--AA
HCM 95th %tile Q(veh)0--0-
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)128 00002471
Future Volume (vph)128 00002471
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)142 00002746
Shared Lane Traffic (%)
Lane Group Flow (vph)142 00002746
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)17.6124.4
Actuated g/C Ratio0.120.82
v/c Ratio0.700.66
Control Delay72.16.8
Queue Delay0.00.1
Total Delay72.16.9
LOSEA
Approach Delay72.16.9
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)137328
Queue Length 95th (ft)214458
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)2414188
Starvation Cap Reductn00
Spillback Cap Reductn0285
Storage Cap Reductn00
Reduced v/c Ratio0.590.70
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 10.1Intersection LOS: B
Intersection Capacity Utilization 96.7%ICU Level of Service F
Analysis Period (min) 15
Splits and Phases: 700: US 421 & U-Turn
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 07/30/2018
160278 Tarin Woods II PM 2019 FNB
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03891570510102317
Future Vol, veh/h03891570510102317
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow042101744611112574
Major/MinorMinor1Major1Major2
Conflicting Flow All-875187900174917500
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver029289--108354-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-29289--149149-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s19.40.30.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)89--292149-
HCM Lane V/C Ratio0.112--0.1450.149-
HCM Control Delay (s)50.5--19.433.5-
HCM Lane LOSF--CD-
HCM 95th %tile Q(veh)0.4--0.50.5-
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 14
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)0010200235941683107168209178
Future Volume (vph)0010200235941683107168209178
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)010002003252506000
Storage Lanes01011111
Taper Length (ft)2525300150
Lane Util. Factor1.001.000.881.001.000.881.000.951.001.000.951.00
Frt0.8500.8500.8500.850
Flt Protected0.9500.950
Satd. Flow (prot)002787002787177035391583177035391583
Flt Permitted0.9500.950
Satd. Flow (perm)002787002787177035391583177035391583
Right Turn on RedNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)35355555
Link Distance (ft)54315662027582
Travel Time (s)10.630.525.17.2
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00113002611041870119187232387
Shared Lane Traffic (%)
Lane Group Flow (vph)00113002611041870119187232387
Turn TypeOverOverProtNAPermProtNAPerm
Protected Phases373276
Permitted Phases 26
Detector Phase3 7322766
Switch Phase
Minimum Initial (s)5.05.05.012.012.05.012.012.0
Minimum Split (s)11.111.011.117.917.911.018.218.2
Total Split (s)30.030.030.0122.0122.030.0122.0122.0
Total Split (%)19.7%19.7%19.7%80.3%80.3%19.7%80.3%80.3%
Maximum Green (s)23.924.023.9116.1116.124.0115.8115.8
Yellow Time (s)3.03.13.04.64.63.14.44.4
All-Red Time (s)3.12.93.11.31.32.91.81.8
Lost Time Adjust (s)-1.1-1.0-1.1-0.9-0.9-1.0-1.2-1.2
Total Lost Time (s)5.05.05.05.05.05.05.05.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)1.02.01.06.06.02.06.06.0
Minimum Gap (s)3.03.03.03.03.03.03.03.0
Time Before Reduce (s)0.00.00.030.030.00.030.030.0
Time To Reduce (s)0.00.00.060.060.00.060.060.0
Recall ModeNoneNoneNoneC-MinC-MinNoneC-MinC-Min
Act Effct Green (s)20.920.920.9121.1121.120.9121.1121.1
Actuated g/C Ratio0.140.140.140.800.800.140.800.80
v/c Ratio0.290.680.430.660.090.770.820.07
Control Delay59.871.253.612.56.079.718.54.4
Queue Delay0.00.00.00.00.00.03.70.0
Total Delay59.871.253.612.56.079.722.24.4
Lanes, Volumes, Timings
100: US 421 & CB Side Road/Kings Highway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 15
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSEEDBAECA
Approach Delay59.871.214.225.7
Approach LOSEEBC
Queue Length 50th (ft)571408357542167108124
Queue Length 95th (ft)90191m124m537m59m2481295m27
Internal Link Dist (ft)46314861947502
Turn Bay Length (ft)100200325250600
Base Capacity (vph)4584582912818126029128181260
Starvation Cap Reductn0 000004070
Spillback Cap Reductn0 0000000
Storage Cap Reductn0 0000000
Reduced v/c Ratio0.250.570.360.660.090.640.960.07
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 110 (72%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 24.1Intersection LOS: C
Intersection Capacity Utilization 71.3%ICU Level of Service C
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 100: US 421 & CB Side Road/Kings Highway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)43941082414510613251204
Future Volume (vph)43941082414510613251204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00101
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.951.000.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020017703539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018270017703539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)48841202415011814721224
Shared Lane Traffic (%)50%
Lane Group Flow (vph)244248120 070016814730026
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)25.025.025.015.015.017.017.095.017.017.0
Total Split (%)16.4%16.4%16.4%9.9%9.9%11.2%11.2%62.5%11.2%11.2%
Maximum Green (s)18.118.118.18.68.610.910.988.711.111.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)18.118.118.17.610.9109.37.6
Actuated g/C Ratio0.120.120.120.050.070.720.05
v/c Ratio1.221.240.640.081.330.580.30
Control Delay188.8195.580.170.3237.517.785.5
Queue Delay0.00.00.00.00.00.00.0
Total Delay188.8195.580.170.3237.517.785.5
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2245371
Future Volume (vph)2245371
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2494412
Shared Lane Traffic (%)
Lane Group Flow (vph)2494412
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)95.025.0
Total Split (%)62.5%16.4%
Maximum Green (s)88.418.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)100.4123.7
Actuated g/C Ratio0.660.81
v/c Ratio1.070.32
Control Delay64.93.3
Queue Delay0.00.0
Total Delay64.93.3
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFFEFBF
Approach Delay170.270.340.2
Approach LOSFED
Queue Length 50th (ft)~311~3201157~21836825
Queue Length 95th (ft)#502#51218824m#372m733m39
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)2002001881031262545129
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.221.240.640.071.330.580.20
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.33
Intersection Signal Delay: 64.7Intersection LOS: E
Intersection Capacity Utilization 105.7%ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 19
Lane GroupSBTSBR
LOSEA
Approach Delay56.4
Approach LOSE
Queue Length 50th (ft)~1419109
Queue Length 95th (ft)#1704m75
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)23371288
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.070.32
Intersection Summary
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)233670002510111889000
Future Volume (vph)233670002510111889000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.000.951.001.001.001.00
Frt0.8650.850
Flt Protected0.997
Satd. Flow (prot)018570001611035391583000
Flt Permitted0.997
Satd. Flow (perm)018570001611035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)264080002790124299000
Shared Lane Traffic (%)
Lane Group Flow (vph)04340002790124299000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)24.024.024.052.052.0
Total Split (%)31.6%31.6%31.6%68.4%68.4%
Maximum Green (s)18.218.218.245.745.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)18.218.245.745.7
Actuated g/C Ratio0.240.240.600.60
v/c Ratio0.980.720.580.10
Control Delay39.739.310.76.8
Queue Delay0.00.00.00.0
Total Delay39.739.310.76.8
LOSDDBA
Approach Delay39.739.310.4
Approach LOSDDB
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 21
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)22812217018
Queue Length 95th (ft)m231#22822537
Internal Link Dist (ft)191142689
Turn Bay Length (ft)
Base Capacity (vph)4443852128951
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.980.720.580.10
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 20.5Intersection LOS: C
Intersection Capacity Utilization 81.9%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: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 22
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00420131 00000194133
Future Volume (vph)00420131 00000194133
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00470146 00000215737
Shared Lane Traffic (%)
Lane Group Flow (vph)00470146 00000215737
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.800.03
Control Delay30.738.810.92.6
Queue Delay0.00.00.00.0
Total Delay30.738.810.92.6
LOSCDBA
Approach Delay30.738.810.8
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20646776
Queue Length 95th (ft)49120m744m6
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.800.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 12.9Intersection LOS: B
Intersection Capacity Utilization 97.8%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
HCM 2010 TWSC
400: Shiloh Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 26
Intersection
Int Delay, s/veh3.1
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h118286234155413 442467
Future Vol, veh/h118286234155413 442467
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow131318264172414 442474
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1770034300816779331780789174
Stage 1------593593-183183-
Stage 2------223186-597606-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1399--1216--296327711313323869
Stage 1------492493-819748-
Stage 2------780746-490487-
Platoon blocked, %----
Mov Cap-1 Maneuver1399--1216--243288711279284869
Mov Cap-2 Maneuver------243288-279284-
Stage 1------435436-724745-
Stage 2------706743-426431-
ApproachEBWBNBSB
HCM Control Delay, s2.20.218.610.4
HCM LOSCB
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)2881399--1216--742
HCM Lane V/C Ratio0.0810.094--0.004--0.109
HCM Control Delay (s)18.67.80-80-10.4
HCM Lane LOSCAA-AA-B
HCM 95th %tile Q(veh)0.30.3--0--0.4
HCM Unsignalized Intersection Capacity Analysis
500: Appomattox Dr & Manassas Dr 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 28
MovementEBLEBRNBLNBTSBTSBR
Lane Configurations
Traffic Volume (veh/h)162123774492
Future Volume (Veh/h)162123774492
Sign ControlFreeStopStop
Grade0%0%0%
Peak Hour Factor0.900.900.900.900.900.90
Hourly flow rate (vph)1801378644102
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median typeRaised
Median storage veh)1
Upstream signal (ft)1315
pX, platoon unblocked
vC, conflicting volume05324284970
vC1, stage 1 conf vol4284280
vC2, stage 2 conf vol1040497
vCu, unblocked vol05324284970
tC, single (s)4.17.16.56.56.2
tC, 2 stage (s)6.15.55.5
tF (s)2.23.54.04.03.3
p0 queue free %8980999991
cM capacity (veh/h)16234344644351085
Direction, Lane #EB 1NB 1SB 1
Volume Total31790106
Volume Left180860
Volume Right1370102
cSH16234351027
Volume to Capacity0.110.210.10
Queue Length 95th (ft)9199
Control Delay (s)4.615.48.9
Lane LOSACA
Approach Delay (s)4.615.48.9
Approach LOSCA
Intersection Summary
Average Delay 7.4
Intersection Capacity Utilization 34.3%ICU Level of Service A
Analysis Period (min)15
HCM 2010 TWSC
600: Tarin Rd & Lieutenant Congleton Rd 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 32
Intersection
Int Delay, s/veh4.3
MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Vol, veh/h15630 154844448
Future Vol, veh/h15630 154844448
Conflicting Peds, #/hr0 00000000000
Sign Control FreeFreeFreeFreeFreeFreeStopStopStopStopStopStop
RT Channelized--None--None--None--None
Storage Length------------
Veh in Median Storage, #-0--0--0--0-
Grade, %-0--0--0--0-
Peak Hour Factor909090909090909090909090
Heavy Vehicles, %2 22222222222
Mvmt Flow17733 164944449
Major/MinorMajor1Major2Minor1Minor2
Conflicting Flow All1000400074692371838
Stage 1------5757-1010-
Stage 2------1712-6173-
Critical Hdwy4.12--4.12--7.126.526.227.126.526.22
Critical Hdwy Stg 1------6.125.52-6.125.52-
Critical Hdwy Stg 2------6.125.52-6.125.52-
Follow-up Hdwy2.218--2.218--3.5184.0183.3183.5184.0183.318
Pot Cap-1 Maneuver1610--1570--91682210549208071074
Stage 1------955847-1011887-
Stage 2------1002886-950834-
Platoon blocked, %----
Mov Cap-1 Maneuver1610--1570--89681210549047971074
Mov Cap-2 Maneuver------896812-904797-
Stage 1------944838-1000886-
Stage 2------988885-931825-
ApproachEBWBNBSB
HCM Control Delay, s2.10.798.9
HCM LOSAA
Minor Lane/Major MvmtNBLn1EBLEBTEBRWBLWBTWBRSBLn1
Capacity (veh/h)9071610--1570--947
HCM Lane V/C Ratio0.020.01--0.001--0.019
HCM Control Delay (s)97.30-7.30-8.9
HCM Lane LOSAAA-AA-A
HCM 95th %tile Q(veh)0.10--0--0.1
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 33
Lane GroupWBLWBRNBTNBRSBLSBT
Lane Configurations
Traffic Volume (vph)128 00002692
Future Volume (vph)128 00002692
Ideal Flow (vphpl)190019001900190019001900
Lane Util. Factor1.001.001.001.001.000.91
Frt
Flt Protected0.950
Satd. Flow (prot)1770 00005085
Flt Permitted0.950
Satd. Flow (perm)1770 00005085
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)305555
Link Distance (ft)65115709
Travel Time (s)1.51.48.8
Peak Hour Factor0.900.900.900.900.900.90
Adj. Flow (vph)142 00002991
Shared Lane Traffic (%)
Lane Group Flow (vph)142 00002991
Turn TypeProtNA
Protected Phases56
Permitted Phases
Detector Phase56
Switch Phase
Minimum Initial (s)7.012.0
Minimum Split (s)22.522.5
Total Split (s)25.0127.0
Total Split (%)16.4%83.6%
Maximum Green (s)18.9121.0
Yellow Time (s)3.04.5
All-Red Time (s)3.11.5
Lost Time Adjust (s)-1.1-1.0
Total Lost Time (s)5.05.0
Lead/LagLeadLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)2.06.0
Minimum Gap (s)3.03.0
Time Before Reduce (s)0.030.0
Time To Reduce (s)0.060.0
Recall ModeNoneC-Min
Act Effct Green (s)17.6124.4
Actuated g/C Ratio0.120.82
v/c Ratio0.700.72
Control Delay79.47.8
Queue Delay0.00.4
Total Delay79.48.2
LOSEA
Approach Delay79.48.2
Approach LOSEA
Lanes, Volumes, Timings
700: US 421 & U-Turn 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 34
Lane GroupWBLWBRNBTNBRSBLSBT
Queue Length 50th (ft)138400
Queue Length 95th (ft)206555
Internal Link Dist (ft)135629
Turn Bay Length (ft)
Base Capacity (vph)2414188
Starvation Cap Reductn00
Spillback Cap Reductn0607
Storage Cap Reductn00
Reduced v/c Ratio0.590.84
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 95 (63%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 11.5Intersection LOS: B
Intersection Capacity Utilization 104.4%ICU Level of Service G
Analysis Period (min) 15
Splits and Phases: 700: US 421 & U-Turn
HCM 2010 TWSC
800: US 421 & Autumn Care Nursing Driveway 07/30/2018
160278 Tarin Woods II PM 2019 Phase 2B(1)
C. Steiss Page 37
Intersection
Int Delay, s/veh0.5
MovementWBLWBRNBUNBTNBRSBUSBLSBT
Lane Configurations
Traffic Vol, veh/h03891696510102537
Future Vol, veh/h03891696510102537
Conflicting Peds, #/hr0 0000000
Sign Control StopStopFreeFreeFreeFreeFreeFree
RT Channelized-None--None--None
Storage Length-0325---325-
Veh in Median Storage, #0--0---0
Grade, %0--0---0
Peak Hour Factor9090909090909090
Heavy Vehicles, %2 2222222
Mvmt Flow042101884611112819
Major/MinorMinor1Major1Major2
Conflicting Flow All-945205700188918900
Stage 1--------
Stage 2--------
Critical Hdwy-6.946.44--6.444.14-
Critical Hdwy Stg 1--------
Critical Hdwy Stg 2--------
Follow-up Hdwy-3.322.52--2.522.22-
Pot Cap-1 Maneuver026368--88312-
Stage 10 -------
Stage 20 -------
Platoon blocked, %---
Mov Cap-1 Maneuver-26368--121121-
Mov Cap-2 Maneuver--------
Stage 1--------
Stage 2--------
ApproachWBNBSB
HCM Control Delay, s21.30.40.3
HCM LOSC
Minor Lane/Major MvmtNBUNBTNBRWBLn1SBLSBT
Capacity (veh/h)68--263121-
HCM Lane V/C Ratio0.147--0.1610.184-
HCM Control Delay (s)66.9--21.341.4-
HCM Lane LOSF--CE-
HCM 95th %tile Q(veh)0.5--0.60.6-
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIPM 2019 Phase 2B(1) with Improvements
C. Steiss Page 16
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Traffic Volume (vph)43941082414510613251204
Future Volume (vph)43941082414510613251204
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)300200005500125
Storage Lanes11 00201
Taper Length (ft)1002575200
Lane Util. Factor0.950.951.001.001.001.000.950.970.950.950.951.00
Frt0.8500.981
Flt Protected0.9500.9530.9860.9500.950
Satd. Flow (prot)168116861583018020034333539001770
Flt Permitted0.9500.9530.9500.950
Satd. Flow (perm)168116861583018270034333539001770
Right Turn on RedNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)452555
Link Distance (ft)1083380807
Travel Time (s)16.410.410.0
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)48841202415011814721224
Shared Lane Traffic (%)50%
Lane Group Flow (vph)244248120 070016814730026
Turn TypeSplitNAProtPermNAProtProtNAProtProt
Protected Phases444355211
Permitted Phases3
Detector Phase 4443355211
Switch Phase
Minimum Initial (s)7.07.07.07.07.07.07.014.07.07.0
Minimum Split (s)13.913.913.913.413.413.113.120.312.912.9
Total Split (s)26.026.026.014.014.014.014.098.014.014.0
Total Split (%)17.1%17.1%17.1%9.2%9.2%9.2%9.2%64.5%9.2%9.2%
Maximum Green (s)19.119.119.17.67.67.97.991.78.18.1
Yellow Time (s)5.05.05.03.23.23.03.05.33.03.0
All-Red Time (s)1.91.91.93.23.23.13.11.02.92.9
Lost Time Adjust (s)0.00.00.00.00.00.00.0
Total Lost Time (s)6.96.96.96.46.16.35.9
Lead/LagLagLagLagLeadLeadLeadLeadLagLeadLead
Lead-Lag Optimize?YesYesYesYesYesYesYesYesYesYes
Vehicle Extension (s)2.02.02.02.02.02.02.06.02.02.0
Minimum Gap (s)3.03.03.03.03.03.03.03.43.03.0
Time Before Reduce (s)0.00.00.00.00.00.00.015.00.00.0
Time To Reduce (s)0.00.00.00.00.00.00.045.00.00.0
Recall ModeNoneNoneNoneNoneNoneNoneNoneC-MinNoneNone
Act Effct Green (s)19.119.119.17.27.9108.87.4
Actuated g/C Ratio0.130.130.130.050.050.720.05
v/c Ratio1.161.180.610.080.940.580.31
Control Delay166.6172.576.771.2118.815.486.8
Queue Delay0.00.00.00.00.00.00.0
Total Delay166.6172.576.771.2118.815.486.8
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIPM 2019 Phase 2B(1) with Improvements
C. Steiss Page 17
Lane GroupSBTSBR
Lane Configurations
Traffic Volume (vph)2245371
Future Volume (vph)2245371
Ideal Flow (vphpl)19001900
Storage Length (ft)100
Storage Lanes1
Taper Length (ft)
Lane Util. Factor0.951.00
Frt0.850
Flt Protected
Satd. Flow (prot)35391583
Flt Permitted
Satd. Flow (perm)35391583
Right Turn on RedNo
Satd. Flow (RTOR)
Link Speed (mph)55
Link Distance (ft)749
Travel Time (s)9.3
Peak Hour Factor0.900.90
Adj. Flow (vph)2494412
Shared Lane Traffic (%)
Lane Group Flow (vph)2494412
Turn TypeNApm+ov
Protected Phases64
Permitted Phases6
Detector Phase64
Switch Phase
Minimum Initial (s)14.07.0
Minimum Split (s)20.613.9
Total Split (s)98.026.0
Total Split (%)64.5%17.1%
Maximum Green (s)91.419.1
Yellow Time (s)5.35.0
All-Red Time (s)1.31.9
Lost Time Adjust (s)0.00.0
Total Lost Time (s)6.66.9
Lead/LagLagLag
Lead-Lag Optimize?YesYes
Vehicle Extension (s)6.02.0
Minimum Gap (s)3.43.0
Time Before Reduce (s)15.00.0
Time To Reduce (s)45.00.0
Recall ModeC-MinNone
Act Effct Green (s)102.6126.9
Actuated g/C Ratio0.680.83
v/c Ratio1.040.31
Control Delay55.52.6
Queue Delay0.00.0
Total Delay55.52.6
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIPM 2019 Phase 2B(1) with Improvements
C. Steiss Page 18
Lane GroupEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
LOSFFEEFBF
Approach Delay151.371.226.0
Approach LOSFEC
Queue Length 50th (ft)~300~30711478727625
Queue Length 95th (ft)#490#50018724#169731m39
Internal Link Dist (ft)1003300727
Turn Bay Length (ft)300200550125
Base Capacity (vph)21121119891178253294
Starvation Cap Reductn0000000
Spillback Cap Reductn0000000
Storage Cap Reductn0000000
Reduced v/c Ratio1.161.180.610.080.940.580.28
Intersection Summary
Area Type:Other
Cycle Length: 152
Actuated Cycle Length: 152
Offset: 10 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.18
Intersection Signal Delay: 53.5Intersection LOS: D
Intersection Capacity Utilization 94.5%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 200: US 421 & Sanders Rd/North State Storage Driveway
Lanes, Volumes, Timings
200: US 421 & Sanders Rd/North State Storage Driveway 07/30/2018
160278 Tarin Woods IIPM 2019 Phase 2B(1) with Improvements
C. Steiss Page 19
Lane GroupSBTSBR
LOSEA
Approach Delay48.4
Approach LOSD
Queue Length 50th (ft)~140191
Queue Length 95th (ft)#1666m63
Internal Link Dist (ft)669
Turn Bay Length (ft)100
Base Capacity (vph)23891321
Starvation Cap Reductn00
Spillback Cap Reductn00
Storage Cap Reductn00
Reduced v/c Ratio1.040.31
Intersection Summary
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
160278 Tarin Woods IIPM 2019 Phase 2B(1) with Improvements
C. Steiss Page 20
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)233670002510111889000
Future Volume (vph)233670002510111889000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Storage Length (ft)0002000000
Storage Lanes00010100
Taper Length (ft)25252525
Lane Util. Factor1.001.001.001.001.000.881.000.951.001.001.001.00
Frt0.8500.850
Flt Protected0.997
Satd. Flow (prot)018570002787035391583000
Flt Permitted0.997
Satd. Flow (perm)018570002787035391583000
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)20355555
Link Distance (ft)76991122769
Travel Time (s)2.619.31.59.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)264080002790124299000
Shared Lane Traffic (%)
Lane Group Flow (vph)04340002790124299000
Turn TypePermNAPermNAPerm
Protected Phases72
Permitted Phases772
Detector Phase77722
Switch Phase
Minimum Initial (s)5.05.05.014.014.0
Minimum Split (s)10.810.810.820.320.3
Total Split (s)33.033.033.043.043.0
Total Split (%)43.4%43.4%43.4%56.6%56.6%
Maximum Green (s)27.227.227.236.736.7
Yellow Time (s)3.03.03.05.35.3
All-Red Time (s)2.82.82.81.01.0
Lost Time Adjust (s)0.00.00.00.0
Total Lost Time (s)5.85.86.36.3
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.02.06.06.0
Minimum Gap (s)3.03.03.03.43.4
Time Before Reduce (s)0.00.00.015.015.0
Time To Reduce (s)0.00.00.045.045.0
Recall ModeNoneNoneNoneC-MaxC-Max
Act Effct Green (s)21.821.842.142.1
Actuated g/C Ratio0.290.290.550.55
v/c Ratio0.810.350.630.11
Control Delay24.521.714.510.0
Queue Delay0.00.00.00.0
Total Delay24.521.714.510.0
Lanes, Volumes, Timings
300: US 421 & SB Manassas Left and U-turn/Manassas Dr 07/30/2018
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Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
LOSCCBB
Approach Delay24.521.714.2
Approach LOSCCB
Queue Length 50th (ft)2395819821
Queue Length 95th (ft)m2438430850
Internal Link Dist (ft)191142689
Turn Bay Length (ft)200
Base Capacity (vph)6649971958875
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.650.280.630.11
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green
Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 17.4Intersection LOS: B
Intersection Capacity Utilization 75.2%ICU Level of Service D
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
160278 Tarin Woods IIPM 2019 Phase 2B(1) with Improvements
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Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Traffic Volume (vph)00420131 00000194133
Future Volume (vph)00420131 00000194133
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Util. Factor1.001.001.001.001.001.001.001.001.001.000.951.00
Frt0.8650.850
Flt Protected
Satd. Flow (prot)00161101863 0000035391583
Flt Permitted
Satd. Flow (perm)00161101863 0000035391583
Right Turn on RedNoNoNoNoNo
Satd. Flow (RTOR)
Link Speed (mph)25205555
Link Distance (ft)348611306125
Travel Time (s)9.52.116.21.5
Peak Hour Factor0.900.900.900.900.900.900.900.900.900.900.900.90
Adj. Flow (vph)00470146 00000215737
Shared Lane Traffic (%)
Lane Group Flow (vph)00470146 00000215737
Turn TypePermNANAPerm
Protected Phases36
Permitted Phases36
Detector Phase3366
Switch Phase
Minimum Initial (s)5.05.014.014.0
Minimum Split (s)10.310.320.120.1
Total Split (s)15.015.061.061.0
Total Split (%)19.7%19.7%80.3%80.3%
Maximum Green (s)9.79.754.954.9
Yellow Time (s)3.03.05.15.1
All-Red Time (s)2.32.31.01.0
Lost Time Adjust (s)-2.0-2.0-2.00.0
Total Lost Time (s)3.33.34.16.1
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s)2.02.06.06.0
Minimum Gap (s)3.03.03.43.4
Time Before Reduce (s)0.00.015.015.0
Time To Reduce (s)0.00.045.045.0
Recall ModeNoneNoneC-MaxC-Max
Act Effct Green (s)10.710.757.955.9
Actuated g/C Ratio0.140.140.760.74
v/c Ratio0.210.560.800.03
Control Delay30.738.810.62.6
Queue Delay0.00.00.00.0
Total Delay30.738.810.62.6
LOSCDBA
Approach Delay30.738.810.4
Approach LOSCDB
Lanes, Volumes, Timings
301: US 421 & Sharks Eye Lane/NB Manassas Left Turn 07/30/2018
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C. Steiss Page 23
Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Queue Length 50th (ft)20646965
Queue Length 95th (ft)49120m774m6
Internal Link Dist (ft)2681122645
Turn Bay Length (ft)
Base Capacity (vph)24828626951163
Starvation Cap Reductn0000
Spillback Cap Reductn0000
Storage Cap Reductn0000
Reduced v/c Ratio0.190.510.800.03
Intersection Summary
Area Type:Other
Cycle Length: 76
Actuated Cycle Length: 76
Offset: 0 (0%), Referenced to phase 2: and 6:SBT, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 12.6Intersection LOS: B
Intersection Capacity Utilization 97.8%ICU Level of Service F
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
07/30/2018 160278 Tarin Woods II – Addendum 16
Queueing and Blocking Reports
Queuing and Blocking Report
AM 2019 FNB 07/27/2018
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Intersection: 3: US 421
MovementNBNB
Directions ServedTT
Maximum Queue (ft)822827
Average Queue (ft)406412
95th Queue (ft)10221036
Link Distance (ft)708708
Upstream Blk Time (%)3234
Queuing Penalty (veh)312337
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSB
Directions ServedL
Maximum Queue (ft)112
Average Queue (ft)22
95th Queue (ft)83
Link Distance (ft)101
Upstream Blk Time (%)3
Queuing Penalty (veh)9
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)104
Average Queue (ft)20
95th Queue (ft)68
Link Distance (ft)74
Upstream Blk Time (%)1
Queuing Penalty (veh)7
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNBB17B17
Directions ServedL TTTT
Maximum Queue (ft)437509532787790
Average Queue (ft)77208192139127
95th Queue (ft)341563569581538
Link Distance (ft)437437772772
Upstream Blk Time (%)0232398
Queuing Penalty (veh)00000
Storage Bay Dist (ft)350
Storage Blk Time (%)24
Queuing Penalty (veh)11
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBNBSB
Directions ServedLRTRLT
Maximum Queue (ft)7926929
Average Queue (ft)30261
95th Queue (ft)6314410
Link Distance (ft)1119262268
Upstream Blk Time (%)3
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)69441812021202452266029222722539
Average Queue (ft)34128853451031081212184974
95th Queue (ft)6837149125982322294423519621218
Link Distance (ft)485150719481948508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)00
Queuing Penalty (veh)00
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)40010232755262572977036469489350
Average Queue (ft)36966622912576565342719118555
95th Queue (ft)45510793914170394776524365361192
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)5474
Queuing Penalty (veh)045936
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)387265115160
Queuing Penalty (veh)15829948323591
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)8591814712929
Average Queue (ft)52371106954
95th Queue (ft)9698613014019
Link Distance (ft)33908505050
Upstream Blk Time (%)50254038
Queuing Penalty (veh)3644238230
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)48729011630
Average Queue (ft)153928385
95th Queue (ft)41767710421
Link Distance (ft)29220616161
Upstream Blk Time (%)3512
Queuing Penalty (veh)1649
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementWBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)288244116
Average Queue (ft)595925
95th Queue (ft)23317871
Link Distance (ft)271413200
Upstream Blk Time (%)15
Queuing Penalty (veh)30
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)26826
Average Queue (ft)717
95th Queue (ft)20325
Link Distance (ft)268140
Upstream Blk Time (%)11
Queuing Penalty (veh)21
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)79
Average Queue (ft)32
95th Queue (ft)56
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7514413328
Average Queue (ft)6160425
95th Queue (ft)871249623
Link Distance (ft)19687687687
Upstream Blk Time (%)50
Queuing Penalty (veh)45
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursin Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)3172
Average Queue (ft)515
95th Queue (ft)2348
Link Distance (ft)330
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 2848
Queuing and Blocking Report
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Intersection: 3: US 421
MovementNBNB
Directions ServedTT
Maximum Queue (ft)834827
Average Queue (ft)544548
95th Queue (ft)11371139
Link Distance (ft)708708
Upstream Blk Time (%)4749
Queuing Penalty (veh)528549
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBB25
Directions ServedLT
Maximum Queue (ft)196132
Average Queue (ft)8725
95th Queue (ft)20091
Link Distance (ft)101224
Upstream Blk Time (%)34
Queuing Penalty (veh)133
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)79
Average Queue (ft)18
95th Queue (ft)55
Link Distance (ft)74
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNBB17B17
Directions ServedL TTTT
Maximum Queue (ft)437557527824811
Average Queue (ft)121276260249244
95th Queue (ft)435647638821816
Link Distance (ft)437437772772
Upstream Blk Time (%)032322421
Queuing Penalty (veh)00000
Storage Bay Dist (ft)350
Storage Blk Time (%)35
Queuing Penalty (veh)16
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBNBSB
Directions ServedLRTRLT
Maximum Queue (ft)85827731
Average Queue (ft)3001803
95th Queue (ft)76137618
Link Distance (ft)1123262269
Upstream Blk Time (%)62
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1156715913814750743112226440443137
Average Queue (ft)49181076044116109111371261344
95th Queue (ft)93481561261052862624923531131018
Link Distance (ft)485150719431943508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)211
Queuing Penalty (veh)112
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULTTRULTTR
Maximum Queue (ft)4009022752962574177035446467341
Average Queue (ft)3555421588589611274819417532
95th Queue (ft)4588353542773699672225391356134
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)591
Queuing Penalty (veh)66410
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)23678421417
Queuing Penalty (veh)992817054360
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)10992414714687
Average Queue (ft)8291210910310
95th Queue (ft)10492113814342
Link Distance (ft)33908505050
Upstream Blk Time (%)768252491
Queuing Penalty (veh)1063603192975
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)71731149228
Average Queue (ft)213729391
95th Queue (ft)557680999
Link Distance (ft)29220616161
Upstream Blk Time (%)3012
Queuing Penalty (veh)14410
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)49290423215
Average Queue (ft)2267232192
95th Queue (ft)18319465210
Link Distance (ft)908271413200
Upstream Blk Time (%)762293
Queuing Penalty (veh)26800
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)284304
Average Queue (ft)209216
95th Queue (ft)367369
Link Distance (ft)269269
Upstream Blk Time (%)6669
Queuing Penalty (veh)1330
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5553
Average Queue (ft)2618
95th Queue (ft)5244
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)9117917950
Average Queue (ft)5868555
95th Queue (ft)9013711826
Link Distance (ft)19687687687
Upstream Blk Time (%)59
Queuing Penalty (veh)53
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)3173
Average Queue (ft)422
95th Queue (ft)2155
Link Distance (ft)239
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 4624
Queuing and Blocking Report
AM 2019 Phase 2B(1) with Improvements 07/27/2018
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C. Steiss Page 1
Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSB
Directions ServedLT
Maximum Queue (ft)8826
Average Queue (ft)232
95th Queue (ft)7414
Link Distance (ft)101101
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBNB
Directions ServedRR
Maximum Queue (ft)5119
Average Queue (ft)31
95th Queue (ft)196
Link Distance (ft)508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 14: US 421 & U-Turn
MovementNBNB
Directions ServedLT
Maximum Queue (ft)8024
Average Queue (ft)211
95th Queue (ft)658
Link Distance (ft)7474
Upstream Blk Time (%)1
Queuing Penalty (veh)6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)20156113
Average Queue (ft)15539
95th Queue (ft)911996
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWB
Directions ServedLR
Maximum Queue (ft)73
Average Queue (ft)28
95th Queue (ft)57
Link Distance (ft)1123
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)931151811611084304575830328130312
Average Queue (ft)4517995048225242131591241353
95th Queue (ft)9154153123904274554425425827811
Link Distance (ft)485150719431943508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)00036
Queuing Penalty (veh)00029
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULLTTRULTTR
Maximum Queue (ft)40010232755017013534137332462414350
Average Queue (ft)389779228128678194207619218346
95th Queue (ft)43311193823614813933534820342332185
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)8
Queuing Penalty (veh)0
Storage Bay Dist (ft)300200550550125100
Storage Blk Time (%)528113160
Queuing Penalty (veh)2223403570
Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBWBNBNBNB
Directions ServedLTRRTTR
Maximum Queue (ft)10414315212913328
Average Queue (ft)6690931101018
95th Queue (ft)10213413812312928
Link Distance (ft)33908505050
Upstream Blk Time (%)502119
Queuing Penalty (veh)70125118
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)507312211750
Average Queue (ft)114136384
95th Queue (ft)35711048822
Link Distance (ft)29220616161
Upstream Blk Time (%)31120
Queuing Penalty (veh)14570
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)715379
Average Queue (ft)132141
95th Queue (ft)454967
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)6962
Average Queue (ft)3934
95th Queue (ft)6053
Link Distance (ft)269269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)7331
Average Queue (ft)2715
95th Queue (ft)5339
Link Distance (ft)466232
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)7319612229
Average Queue (ft)6071454
95th Queue (ft)8514910220
Link Distance (ft)19687687687
Upstream Blk Time (%)56
Queuing Penalty (veh)50
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBSB
Directions ServedRUL
Maximum Queue (ft)2972
Average Queue (ft)126
95th Queue (ft)1064
Link Distance (ft)239
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1028
Queuing and Blocking Report
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Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSB
Directions ServedLTT
Maximum Queue (ft)1328696
Average Queue (ft)4379
95th Queue (ft)1033942
Link Distance (ft)101101101
Upstream Blk Time (%)100
Queuing Penalty (veh)600
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNB
Directions ServedR
Maximum Queue (ft)72
Average Queue (ft)6
95th Queue (ft)31
Link Distance (ft)508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)82
Average Queue (ft)49
95th Queue (ft)98
Link Distance (ft)74
Upstream Blk Time (%)9
Queuing Penalty (veh)51
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNB
Directions ServedLT
Maximum Queue (ft)14878
Average Queue (ft)355
95th Queue (ft)10432
Link Distance (ft)437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3131
Average Queue (ft)133
95th Queue (ft)3818
Link Distance (ft)1119268
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1601252231852142883316328227638339
Average Queue (ft)6121136104701061121313870845
95th Queue (ft)119701851751432442534424518922421
Link Distance (ft)485150719511951508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)40101
Queuing Penalty (veh)20101
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSBB4
Directions ServedLLTRLTRULTTRULTTRT
Maximum Queue (ft)4001042275503333122675374073935069
Average Queue (ft)39080923910130131127123643631442
95th Queue (ft)4311187386332532682663566167240423
Link Distance (ft)1008310716716669669708
Upstream Blk Time (%)1412
Queuing Penalty (veh)01518
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)599021210
Queuing Penalty (veh)1872805803
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementB4
Directions ServedT
Maximum Queue (ft)93
Average Queue (ft)3
95th Queue (ft)31
Link Distance (ft)708
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)1098211010728
Average Queue (ft)773166444
95th Queue (ft)113711199919
Link Distance (ft)33908505050
Upstream Blk Time (%)5385
Queuing Penalty (veh)823119
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)677313112266
Average Queue (ft)2766798313
95th Queue (ft)568313613943
Link Distance (ft)29220616161
Upstream Blk Time (%)61680
Queuing Penalty (veh)7941512
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)165631
Average Queue (ft)1146
95th Queue (ft)54125
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)4426
Average Queue (ft)235
95th Queue (ft)3722
Link Distance (ft)268140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNB
Directions ServedLR
Maximum Queue (ft)31
Average Queue (ft)13
95th Queue (ft)37
Link Distance (ft)466
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)73227702138
Average Queue (ft)6911313417
95th Queue (ft)8221039764
Link Distance (ft)19687687687
Upstream Blk Time (%)730
Queuing Penalty (veh)940
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSB
Directions ServedRUUL
Maximum Queue (ft)532531
Average Queue (ft)23714
95th Queue (ft)472535
Link Distance (ft)360
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1047
Queuing and Blocking Report
PM 2019 Phase 2B(1)07/27/2018
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Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25B25
Directions ServedL TTTT
Maximum Queue (ft)17232464254
Average Queue (ft)111 2352
95th Queue (ft)18615202518
Link Distance (ft)101101101224224
Upstream Blk Time (%)10
Queuing Penalty (veh)58
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBSB
Directions ServedRT
Maximum Queue (ft)10945
Average Queue (ft)221
95th Queue (ft)7115
Link Distance (ft)50874
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)117
Average Queue (ft)58
95th Queue (ft)113
Link Distance (ft)74
Upstream Blk Time (%)20
Queuing Penalty (veh)126
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)807051
Average Queue (ft)28236
95th Queue (ft)756329
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)3131
Average Queue (ft)165
95th Queue (ft)4024
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)1321183122541142903246425730134880
Average Queue (ft)6115148111601541641213084988
95th Queue (ft)115632412131122632724123318319938
Link Distance (ft)485150719541954508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)40421
Queuing Penalty (veh)20421
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBSBSBSBSBB4
Directions ServedLLTRLTRULTTRULTTRT
Maximum Queue (ft)400106027529390276295325787777350725
Average Queue (ft)397946232728014214531645643283467
95th Queue (ft)411120738925387265269164939952502968
Link Distance (ft)1008310716716669669710
Upstream Blk Time (%)6125251
Queuing Penalty (veh)031931518
Storage Bay Dist (ft)300200550125100
Storage Blk Time (%)7792131300
Queuing Penalty (veh)256300471121
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementB4
Directions ServedT
Maximum Queue (ft)711
Average Queue (ft)471
95th Queue (ft)966
Link Distance (ft)710
Upstream Blk Time (%)1
Queuing Penalty (veh)16
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBNBNBNB
Directions ServedLTRTTR
Maximum Queue (ft)104238110110111
Average Queue (ft)85104965820
95th Queue (ft)9818913410660
Link Distance (ft)33908505050
Upstream Blk Time (%)621582
Queuing Penalty (veh)24259347
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)509112212252
Average Queue (ft)296669839
95th Queue (ft)558713312837
Link Distance (ft)29220616161
Upstream Blk Time (%)57690
Queuing Penalty (veh)7437611
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBNBSB
Directions ServedLTRLTRLTR
Maximum Queue (ft)745251
Average Queue (ft)221428
95th Queue (ft)634146
Link Distance (ft)908413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7468
Average Queue (ft)2735
95th Queue (ft)4458
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)3151
Average Queue (ft)1215
95th Queue (ft)3741
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)110659499206
Average Queue (ft)7221922451
95th Queue (ft)88457428142
Link Distance (ft)19687687687
Upstream Blk Time (%)72
Queuing Penalty (veh)93
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSBSBSB
Directions ServedRUULTT
Maximum Queue (ft)525242411601186
Average Queue (ft)222258251265
95th Queue (ft)4853261844891
Link Distance (ft)33219541954
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)7
Queuing Penalty (veh)1
Network Summary
Network wide Queuing Penalty: 2151
Queuing and Blocking Report
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Intersection: 3: US 421
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: US 421 & SB Manassas Left and U-turn
MovementSBSBSBB25B12
Directions ServedL TTTT
Maximum Queue (ft)1787190276103
Average Queue (ft)12188233
95th Queue (ft)194363911934
Link Distance (ft)101101101224291
Upstream Blk Time (%)1501
Queuing Penalty (veh)9007
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: US 421
MovementNBSBSB
Directions ServedRTT
Maximum Queue (ft)1485156
Average Queue (ft)2022
95th Queue (ft)881718
Link Distance (ft)5087474
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 14: US 421 & U-Turn
MovementNB
Directions ServedL
Maximum Queue (ft)102
Average Queue (ft)44
95th Queue (ft)105
Link Distance (ft)74
Upstream Blk Time (%)16
Queuing Penalty (veh)101
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: US 421 & NB Manassas Left Turn
MovementNBNBNB
Directions ServedLTT
Maximum Queue (ft)16310191
Average Queue (ft)353715
95th Queue (ft)998957
Link Distance (ft)437437
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)350
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 23: Appomattox Dr & Lieutenant Congleton Rd
MovementWBSB
Directions ServedLRLT
Maximum Queue (ft)5431
Average Queue (ft)175
95th Queue (ft)4422
Link Distance (ft)1124269
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 100: US 421 & CB Side Road/Kings Highway
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions Served RRRRLTTRLTTR
Maximum Queue (ft)2341251811621943073296329246244537
Average Queue (ft)8224125948013813313173991133
95th Queue (ft)174761771661492782684328628728616
Link Distance (ft)485150719541954508508508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100200325250600
Storage Blk Time (%)100001
Queuing Penalty (veh)50001
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementEBEBEBWBNBNBNBNBSBSBSBSB
Directions ServedLLTRLTRULLTTRULTTR
Maximum Queue (ft)400106027551138118289281324776763350
Average Queue (ft)3818282165645915113733659662226
95th Queue (ft)450127437825133123261244163947946494
Link Distance (ft)1008310716716669669
Upstream Blk Time (%)302123
Queuing Penalty (veh)0269288
Storage Bay Dist (ft)300200550550125100
Storage Blk Time (%)6486328280
Queuing Penalty (veh)2112801371022
Intersection: 200: US 421 & Sanders Rd/North State Storage Driveway
MovementB4B4
Directions ServedTT
Maximum Queue (ft)724728
Average Queue (ft)345366
95th Queue (ft)797815
Link Distance (ft)710710
Upstream Blk Time (%)00
Queuing Penalty (veh)52
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 300: US 421 & SB Manassas Left and U-turn/Manassas Dr
MovementEBWBWBNBNBNB
Directions ServedLTRRTTR
Maximum Queue (ft)12212611311011094
Average Queue (ft)8960551027427
95th Queue (ft)1061099112712368
Link Distance (ft)33908505050
Upstream Blk Time (%)6321164
Queuing Penalty (veh)244856516
Storage Bay Dist (ft)200
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 301: US 421 & Sharks Eye Lane/NB Manassas Left Turn
MovementEBWBSBSBSB
Directions ServedRTTTR
Maximum Queue (ft)719612212252
Average Queue (ft)2668849211
95th Queue (ft)598413613838
Link Distance (ft)29220616161
Upstream Blk Time (%)617100
Queuing Penalty (veh)8044641
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 400: Shiloh Dr & Manassas Dr
MovementEBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)72283156
Average Queue (ft)1811530
95th Queue (ft)5593951
Link Distance (ft)908271413200
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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160278 Tarin Woods II SimTraffic Report
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Intersection: 500: Appomattox Dr & Manassas Dr
MovementNBSB
Directions ServedLTTR
Maximum Queue (ft)7451
Average Queue (ft)2928
95th Queue (ft)5552
Link Distance (ft)269275
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 600: Tarin Rd & Lieutenant Congleton Rd
MovementNBSB
Directions ServedLTRLTR
Maximum Queue (ft)5431
Average Queue (ft)149
95th Queue (ft)4132
Link Distance (ft)466238
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 700: US 421 & U-Turn
MovementWBSBSBSB
Directions ServedLTTT
Maximum Queue (ft)100444689491
Average Queue (ft)6918719256
95th Queue (ft)93400491226
Link Distance (ft)19687687687
Upstream Blk Time (%)670
Queuing Penalty (veh)850
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
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Intersection: 800: US 421 & Autumn Care Nursing Driveway
MovementWBNBSBSBSB
Directions ServedRUULTT
Maximum Queue (ft)7451534741015
Average Queue (ft)2719175286
95th Queue (ft)614742250427
Link Distance (ft)33219541954
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)325325
Storage Blk Time (%)0
Queuing Penalty (veh)0
Network Summary
Network wide Queuing Penalty: 2068
07/30/2018 160278 Tarin Woods II – Addendum 17
Supporting Documentation
Trip Generation Summary - Phase 2
Project:
Alternative:
Open Date:
Analysis Date:
160278
Alternative 1
11/17/2016
11/17/2016
ITE Land Use Enter Exit Enter Exit
Average Daily Trips
Enter Exit TotalTotalTotal
AM Peak Hour of
Adjacent Street Traffic
PM Peak Hour of
Adjacent Street Traffic
210SFHOUSE 2
339Dwelling Units
33912521425419064322716131614
220 APT 1
192Dwelling Units
12343809878201287643644
Unadjusted Volume 22582256451484268352294168462
Internal Capture Trips000000000
000000000
22582256451484268352294168462
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
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
i
n
g
20
1
7
Ba
s
e
Ap
p
r
o
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d
De
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t
20
1
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Fu
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N
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Bu
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Ph
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T
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20
1
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P
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(
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Fu
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Bu
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20
2
0
Fu
t
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N
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Bu
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Ph
a
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2
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Sc
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1
Tr
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20
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P
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2b
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1
Fu
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Bu
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Ph
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2
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20
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P
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2
Fu
t
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Bu
i
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d
PM
Pe
a
k
20
1
7
TM
C
Ba
l
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c
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g
20
1
7
Ba
s
e
Ap
p
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v
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d
De
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l
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n
t
20
1
9
Fu
t
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N
o
Bu
i
l
d
Ph
a
s
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2B
(
1
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T
r
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p
s
20
1
9
Ph
a
s
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2B
(
1
)
Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
EB
T
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
EB
R
7
1
7
1
7
2
7
2
7
3
7
3
E
B
R
1
0
0
1
0
0
1
0
2
1
0
2
1
0
3
1
0
3
WB
L
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
1
6
5
1
6
5
1
6
8
1
6
8
1
7
0
2
4
5
4
1
5
W
B
R
2
3
0
2
3
0
2
3
5
2
3
5
2
3
7
1
4
9
3
8
6
NB
L
5
7
5
7
5
8
5
8
5
9
5
9
N
B
L
9
2
9
2
9
4
9
4
9
5
9
5
NB
T
2
0
8
1
2
0
8
1
2
5
2
1
4
7
2
0
1
2
3
4
8
2
1
6
9
5
7
2
2
2
5
N
B
T
1
4
9
7
1
4
9
7
3
0
1
5
5
7
1
2
6
1
6
8
3
1
5
7
2
3
4
1
6
0
6
NB
R
1
3
6
1
3
6
1
3
9
1
3
9
1
4
0
6
1
4
6
N
B
R
1
0
5
1
0
5
1
0
7
1
0
7
1
0
8
2
0
1
2
8
SB
L
1
5
0
1
5
0
1
5
3
1
5
3
1
5
5
6
8
2
2
3
S
B
L
1
6
5
1
6
5
1
6
8
1
6
8
1
7
0
2
4
1
4
1
1
SB
T
1
4
4
9
1
4
4
9
1
5
1
4
9
3
6
3
1
5
5
6
1
5
0
8
3
6
1
5
4
3
S
B
T
1
7
9
8
1
7
9
8
3
6
1
8
7
1
2
2
1
2
0
9
1
1
8
8
9
7
2
1
9
6
0
SB
R
3
7
3
7
3
8
3
8
3
8
3
8
S
B
R
7
6
7
6
7
8
7
8
7
8
7
8
NB
U
0
0
0
0
0
0
N
B
U
0
0
0
0
0
0
SB
U
0
0
0
0
0
0
S
B
U
0
0
0
0
0
0
To
t
a
l
4
1
4
6
0
4
1
4
6
3
9
4
2
6
9
2
6
4
4
5
3
3
4
3
1
1
0
0
4
1
2
4
7
2
2
T
o
t
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l
4
0
6
3
0
4
0
6
3
6
6
4
2
1
1
3
4
7
4
5
5
7
4
2
5
2
0
0
5
1
5
4
7
6
8
20
0
20
0
AM
P
e
a
k
20
1
7
TM
C
Ba
l
a
n
c
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g
20
1
7
Ba
s
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Ap
p
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v
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d
De
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20
1
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Fu
t
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N
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Bu
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Ph
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T
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20
1
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P
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(
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Fu
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Bu
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20
2
0
Fu
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N
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Bu
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Ph
a
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2
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1
Tr
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20
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P
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1
Fu
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Bu
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2
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20
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2
Fu
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Bu
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PM
Pe
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20
1
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TM
C
Ba
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20
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Ba
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20
1
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Fu
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N
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Bu
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Ph
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(
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T
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s
20
1
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Ph
a
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2B
(
1
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Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
5
0
2
5
0
2
2
5
5
3
7
5
3
7
5
4
2
6
5
4
8
5
4
2
E
B
L
3
3
0
3
3
0
1
0
3
4
3
9
4
3
9
4
4
3
2
0
4
6
3
4
4
3
EB
T
0
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
0
EB
R
1
3
9
1
3
9
6
1
4
7
4
1
5
2
1
4
9
1
4
9
6
1
5
5
E
B
R
8
5
8
5
7
9
4
1
5
1
0
8
9
4
9
4
2
0
1
1
4
WB
L
0
0
0
0
0
0
W
B
L
2
2
2
2
2
2
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
1
1
1
1
1
1
1
W
B
R
1
1
1
1
1
3
1
NB
L
1
2
2
1
2
2
3
1
2
8
1
3
1
4
1
1
2
9
1
2
9
1
9
1
4
8
N
B
L
8
2
8
2
1
4
9
8
8
1
0
6
9
9
9
9
1
1
1
1
0
NB
T
1
4
5
3
1
4
5
3
1
4
8
2
2
0
1
1
6
8
3
1
4
9
7
1
0
0
1
5
9
7
6
2
1
5
5
9
N
B
T
1
2
0
2
1
2
0
2
-
2
7
1
1
9
9
1
2
6
1
3
2
5
1
2
1
1
7
7
1
2
8
9
5
4
1
2
6
6
NB
R
0
0
0
0
0
0
0
N
B
R
1
1
1
1
1
1
1
SB
L
3
3
3
3
3
3
3
S
B
L
0
0
0
0
0
0
0
SB
T
1
1
9
2
1
1
9
2
1
2
1
6
6
3
1
2
7
9
1
2
2
8
6
1
1
2
8
9
3
6
1
2
6
4
S
B
T
1
9
4
5
1
9
4
5
4
0
2
0
2
4
2
2
1
2
2
4
5
2
0
4
4
1
0
3
2
1
4
7
7
2
2
1
1
6
SB
R
3
3
9
3
3
9
1
5
3
6
0
3
6
0
3
6
4
1
9
3
8
3
3
6
4
S
B
R
3
2
2
3
2
2
4
2
3
7
1
3
7
1
3
7
4
1
1
3
8
6
3
7
4
NB
U
1
3
1
3
1
3
5
4
6
7
1
3
3
8
5
1
5
7
7
0
N
B
U
1
1
1
1
1
1
3
4
4
5
1
1
2
3
3
4
3
4
4
6
SB
U
1
7
1
7
1
7
1
7
1
8
6
3
8
0
1
8
S
B
U
2
0
2
0
2
0
2
0
2
1
2
2
1
2
4
1
2
1
To
t
a
l
3
7
8
1
0
3
7
8
1
4
8
3
9
0
5
3
3
5
4
2
4
0
3
9
4
4
2
8
5
4
2
2
9
1
7
9
4
1
2
3
T
o
t
a
l
4
0
0
1
0
4
0
0
1
1
7
9
4
2
6
1
4
0
3
4
6
6
4
4
3
0
1
4
5
5
4
7
5
7
1
9
2
4
4
9
3
US
4
2
1
(
C
a
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l
i
n
a
B
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a
c
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R
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a
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K
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US
4
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C
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B
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a
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d
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r
s
R
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a
d
30
0
30
0
AM
P
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a
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20
1
7
TM
C
Ba
l
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g
20
1
7
Ba
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Ap
p
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d
De
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20
1
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Fu
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N
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Bu
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T
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Fu
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Bu
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20
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Fu
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Bu
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2
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20
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Fu
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2
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20
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2
Fu
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Bu
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d
PM
Pe
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k
20
1
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TM
C
Ba
l
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c
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20
1
7
Ba
s
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Ap
p
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l
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20
1
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Fu
t
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N
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Bu
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Ph
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(
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T
r
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s
20
1
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Ph
a
s
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(
1
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Fu
t
u
r
e
Bu
i
l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
0
EB
T
0
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
0
EB
R
1
8
1
8
1
8
1
8
1
9
1
9
1
9
E
B
R
3
7
3
7
5
4
3
4
3
4
3
4
3
4
3
WB
L
0
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
0
WB
R
1
6
3
1
6
3
1
6
6
2
6
8
4
3
4
1
6
8
1
3
2
3
0
0
1
3
2
3
0
0
W
B
R
7
5
7
5
6
8
3
1
6
8
2
5
1
8
3
8
0
1
6
3
8
0
1
6
3
NB
L
4
5
4
5
4
6
4
6
4
6
4
6
4
6
N
B
L
6
6
6
6
6
4
1
3
1
1
3
1
1
3
2
1
3
2
1
3
2
NB
T
1
7
4
9
1
7
4
9
3
1
7
8
8
1
7
8
8
1
8
0
5
6
1
8
1
1
6
1
8
1
1
N
B
T
1
1
1
4
1
1
1
4
-
1
9
1
1
1
8
1
1
1
8
1
1
2
9
2
0
1
1
4
9
2
0
1
1
4
9
NB
R
1
8
1
8
1
8
1
7
3
5
1
9
1
7
3
6
1
7
3
6
N
B
R
3
0
3
0
3
1
5
9
8
9
3
1
6
0
9
1
6
0
9
1
SB
L
5
2
5
2
5
3
6
7
1
2
0
5
4
2
3
7
6
2
3
7
6
S
B
L
1
2
3
1
2
3
6
1
3
1
2
3
5
3
6
7
1
3
3
8
0
2
1
3
8
0
2
1
3
SB
T
1
3
3
4
1
3
3
4
6
1
3
6
6
5
4
1
4
2
0
1
3
8
0
7
5
1
4
5
5
7
5
1
4
5
5
S
B
T
1
8
3
3
1
8
3
3
3
8
1
9
0
8
3
4
1
9
4
1
1
9
2
6
4
6
1
9
7
2
4
6
1
9
7
2
SB
R
1
1
1
1
1
1
1
1
1
1
1
1
1
1
S
B
R
3
2
3
2
3
3
3
3
3
3
3
3
3
3
NB
U
0
0
0
0
0
0
0
N
B
U
0
0
0
0
0
0
0
SB
U
1
9
1
9
1
9
1
9
2
0
2
0
2
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EB
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EB
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2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
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B
T
0
0
0
0
0
0
EB
R
0
0
0
0
0
0
E
B
R
0
0
0
0
0
0
WB
L
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
0
0
0
0
0
0
W
B
R
0
0
0
0
0
0
NB
U
8
8
8
8
9
0
9
0
9
1
1
9
1
1
0
N
B
U
1
2
5
1
2
5
1
2
8
1
2
8
1
2
9
1
1
1
4
0
NB
T
2
2
0
0
2
2
0
0
2
5
2
2
6
9
2
0
1
2
4
7
0
2
2
9
1
2
8
3
2
5
7
4
N
B
T
1
4
3
9
1
4
3
9
3
0
1
4
9
8
1
2
6
1
6
2
4
1
5
1
2
1
7
2
1
6
8
4
NB
R
0
0
0
0
0
0
N
B
R
0
0
0
0
0
0
SB
L
0
0
0
0
0
0
S
B
L
0
0
0
0
0
0
SB
T
1
6
5
8
1
6
5
8
1
5
1
7
0
6
6
3
1
7
6
9
1
7
2
3
8
6
1
8
0
8
S
B
T
2
3
8
7
2
3
8
7
3
6
2
4
7
1
2
2
1
2
6
9
2
2
4
9
6
3
0
1
2
7
9
6
SB
R
0
0
0
0
0
0
S
B
R
0
0
0
0
0
0
EB
U
0
0
0
0
0
0
E
B
U
0
0
0
0
0
0
WB
U
0
0
0
0
0
0
W
B
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0
0
0
0
0
0
To
t
a
l
3
9
4
6
0
3
9
4
6
3
9
4
0
6
5
2
6
4
4
3
2
9
4
1
0
5
0
0
3
8
7
4
4
9
2
T
o
t
a
l
3
9
5
1
0
3
9
5
1
6
6
4
0
9
6
3
4
7
4
4
4
3
4
1
3
7
0
0
4
8
4
4
6
2
1
AM
P
e
a
k
20
1
7
TM
C
Ba
l
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c
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g
20
1
7
Ba
s
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Ap
p
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d
De
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m
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20
1
9
Fu
t
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N
o
Bu
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Ph
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(
1
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T
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p
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20
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P
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Fu
t
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Bu
i
l
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20
2
0
Fu
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N
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Bu
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l
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Ph
a
s
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2
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Sc
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Tr
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p
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20
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P
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Sc
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Fu
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Bu
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Ph
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Tr
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P
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Sc
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2
Fu
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Bu
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PM
P
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20
1
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TM
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Ba
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20
1
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Ba
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Ap
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20
1
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Fu
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N
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Bu
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Ph
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T
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20
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Ph
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Fu
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Bu
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l
d
2020 Future No BuildPhase 2b Scenario 1 Trips2020 Phase 2b Scenario 1 Future BuildPhase 2b Scenario 2 Trips2020 Phase 2b Scenario 2 Future Build
EB
L
0
0
0
0
0
0
E
B
L
0
0
0
0
0
0
US
4
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EB
T
0
0
0
0
0
0
E
B
T
0
0
0
0
0
0
EB
R
0
0
0
0
0
0
E
B
R
0
0
0
0
0
0
WB
L
0
0
0
0
0
0
W
B
L
0
0
0
0
0
0
WB
T
0
0
0
0
0
0
W
B
T
0
0
0
0
0
0
WB
R
6
6
6
6
6
6
W
B
R
3
7
3
7
3
8
3
8
3
8
3
8
NB
L
0
0
0
0
0
0
N
B
L
0
0
0
0
0
0
NB
T
1
9
6
4
1
9
6
4
2
0
0
3
2
0
1
2
2
0
4
2
0
2
4
2
8
3
2
3
0
6
N
B
T
1
5
3
9
1
5
3
9
1
5
7
0
1
2
6
1
6
9
6
1
5
8
6
1
7
2
1
7
5
7
NB
R
8
8
8
8
8
8
N
B
R
5
5
5
5
5
5
SB
L
1
6
1
6
1
6
1
6
1
6
1
6
S
B
L
1
0
1
0
1
0
1
0
1
0
1
0
SB
T
1
5
4
9
1
5
4
9
1
5
8
0
6
3
1
6
4
3
1
5
9
6
8
6
1
6
8
1
S
B
T
2
2
7
1
2
2
7
1
2
3
1
7
2
2
1
2
5
3
7
2
3
4
0
3
0
1
2
6
4
1
SB
R
0
0
0
0
0
0
S
B
R
0
0
0
0
0
0
NB
U
1
1
1
1
1
5
7
5
8
N
B
U
9
9
9
9
9
3
4
4
4
SB
U
1
0
1
0
1
0
1
0
1
0
1
0
S
B
U
1
0
1
0
1
0
1
0
1
0
1
0
To
t
a
l
3
5
5
4
0
3
5
5
4
0
3
6
2
5
2
6
4
3
8
8
9
3
6
6
2
4
2
5
4
0
8
6
0
0
T
o
t
a
l
3
8
8
1
0
3
8
8
1
0
3
9
5
9
3
4
7
4
3
0
6
3
9
9
9
5
0
7
4
5
0
5
0
0