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Appendix C Traffic Impact Study
Table A.1 Intersection Correspondence Table
DGS P Street Project ID
Global ID Intersection
1 1 N Street / 7th Street
2 2 N Street / 8th Street
3 3 N Street / 9th Street
4 4 N Street / 10th Street
5 11 O Street / 7th Street
6 12 O Street / 8th Street
7 15 Opera Alley / 7th Street
8 16 Opera Alley / 8th Street
9 17 P Street / 3rd Street
10 18 P Street / 7th Street
11 19 P Street / 8th Street
12 20 P Street / 9th Street
13 23 Q Street / 3rd Street
14 24 Q Street / 7th Street
15 25 Q Street / 8th Street
16 26 Q Street / 9th Street
17 27 Q Street / 10th Street
18 30 R Street / 8th Street
19 31 R Street / 9th Street
20 32 W Street / 11th Street
21 33 W Street / 15th Street
22 34 W Street / 16th Street
23 35 X Street / 15th Street
24 36 X Street / 16th Street
- 5 N Street / 12th Street
- 6 N Street / 13th Street
- 7 N Street / 15th Street
- 8 N Street / 16th Street
- 9 Neighbors Alley / 12th Street
- 10 Neighbors Alley / 13th Street
- 13 O Street / 12th Street
- 14 O Street / 13th Street
- 21 P Street / 12th Street
- 22 P Street / 13th Street
- 28 Quill Alley / 8th Street
- 29 Quill Alley / 9th Street
Notes: The SimTraffic analysis for both the O Street and P Street DGS Office Building Projects were completed simultaneously using “global” IDs, and the technical calculations reflect those global designations. This table facilitates identification of corresponding P Street Project IDs, as used in the EIR.
Source: Fehr & Peers 2017
MEMORANDUM
Date: December 16, 2016
To: Sean Bechta (Ascent Environmental)
From: Jimmy Fong and David Carter (Fehr & Peers)
Subject: DGS 1215 O St and P St Office Building Projects –
Existing Parking Supply and Availability
RS16-3489
This memorandum documents the existing parking supply and availability of the surface lots, garages, and
on-street parking within the vicinity of the DGS 1215 O Street Office Building and P Street Office Building
projects in Downtown Sacramento.
Parking Locations
The parking supply study area covers roughly a two-block radius around both project locations. This study
area extends from 5th Street to 14th Street, and Capitol Mall to Q Street (with a few areas extending east to
15th Street and south to R St) [see Figure 1].
Parking facilities within this area include a mix of on-street parking, surface parking lots, and garages, some
of which are reserved for employees of the State of California while others are open to public. Public parking
locations include a few private-operated parking garages with an allocation open to the public. The on-
street parking included in the survey are all metered parking and non-metered 2-hour/residential permit
parking (loading zones were excluded).
Parking Supply and Availability
Fehr & Peers conducted parking supply and demand counts at all parking locations on mid-week days in
mid-November with clear weather conditions (Wednesday, November 15, 2016 and Thursday, November
16, 2016), during the peak parking demand for office employees between 9 AM to 11 AM and 2 PM to 3
PM (excluding lunch-time parking demand).
The P Street Office Building Project site includes reserved parking for state employees, as well as parking
reserved for patrons of the Capital Athletic Club [see Table 1]. This area includes 281 parking spaces in
which 208 were occupied.
DGS 1215 O St and Resource Building – Parking Supply and Availability
December 16, 2016
Page 2 of 4
Table 1 – Parking Supply, Peak Demand and Availability on P Street Office Building Project Site
Parking Facility Type Supply Peak
Demand
%
Full Available
%
Available
State Reserved Surface Lots 181 137 76% 44 24%
Capitol Athletic Club Parking 100 71 71% 29 29%
Total 281 208 74% 73 26% Source: Fehr & Peers, 2016
In the parking study area (excluding the P Street Office Building Project site), there is a total supply of
approximately 6,530 parking spaces. During the peak parking demand period for office employees, the
total availability was approximately 1,450 spaces [see Table 2]. Reserved parking spaces located in private
garages (i.e., not available for public parking) are not included in the reported supply/availability numbers.
Table 2 – Parking Supply, Peak Demand and Availability in Study Area1
Parking Facility Type Supply Peak
Demand
%
Full Available
%
Available
State Reserved Surface Lots and Garages2 3,398 2,497 73% 901 27%
Public Surface Lots and Garages3 1,882 1,467 78% 415 22%
Public On-Street 10-Hour Meter Parking 213 202 95% 11 5%
Public On-Street 2-Hour Meter Parking 691 612 89% 79 11%
Public On-Street 2-Hour/Residential Parking 285 256 90% 29 10%
Public On-Street <2-Hour Meter Parking 65 49 75% 16 25%
Total 6,534 5,083 78% 1,451 22% Notes:
1 Parking supply, peak demand, and availability in the study area excludes parking within the P Street Office Building Project site
(presented in Table 1).
2 1500 10th Street Garage is a State parking facility that allows for public parking; it is included in the State reserved supply and
availability.
3 Public parking includes private lots and garages with an allocation for public parking; reserved parking for non-State employees
are excluded in the supply and availability for this facility type. Westminster Presbyterian Church (1300 N Street), Quill Alley
(between 7th and 9th Streets), and 7th/R Street parking lots offer public parking rented on a monthly basis.
Source: Fehr & Peers, 2016
Locations with the highest number of available spots were in the following parking garages:
293 available spaces in the 1517 11th Street State Garage (between 11th/12th/O/P Streets)
201 available spaces in the 1517 13th Street Public Garage (between 13th/14th/O/P Streets)
183 available spaces in the 1416 10th Street State Garage (between 9th/10th/N/O Streets)
119 available spaces in the 1500 10th Street State Garage (between 9th/10th/O/P Streets)
94 available spaces in the 500 Capitol Mall Tower Garage (between 5th/6th/Capitol Mall/N Streets)
79 available spaces in the State Garage (between 8th/9th/Q/R Streets)
The detailed parking supply and availability for the surface lots, garages, and on-street parking are
presented in Figure 2.
1215 O StreetOffice Building
ResourcesBuildingReplacement
RegulatedPublic Parking
P St
N St
Q St
L St
R St
8Th S
t
7Th S
t
9Th S
t10
Th St
O St
5Th S
t
S St
15Th
St
6Th S
t 11Th
St
12Th
St
4Th S
t
14Th
St
Capitol Mall
16Th
St
13Th
St
Kondos Ave
K St
Whitney Ave
O St
12Th
St11Th
St
14Th
St
O St
O St
13Th
St
N:\
201
6 P
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\Gra
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Parking Facilities
Figure 1
1215 O StreetOffice Building
ResourcesBuildingReplacement
P St
N St
Q St
L St
R St
8Th S
t
7Th S
t
9Th S
t10
Th St
O St
5Th S
t
S St
15Th
St
6Th S
t 11Th
St
12Th
St
4Th S
t
14Th
St
Capitol Mall
16Th
St
13Th
St
Kondos Ave
K St
Whitney Ave
O St
12Th
St11Th
St
14Th
St
O St
O St13
Th St
On-Street Parking
Off-Street Parking
Parking Facility Type
Capital Athletic Club
Public
State
Project Site
Parking Area
15 Min Metered
30 Min Metered
1 Hour Metered
2 Hour Metered
2 Hour Residential
10 Hour Metered
39(169)
293(795)
183(499)
201(758)
58(118)
16(150)
79(530)
34(134)
26(214)
10(109)
119(620)
1(107)
23(60)
21(51)
94(450)
11(40)
18(55)
14(84)
14(30)
11(36)
7(130)
5(12)
2(25)
()()
29(100)
7(51)
23(73)
17(34)
18(61)
16(66)
P St
N St
Q St
L St
R St
8Th S
t7Th S
t 9Th S
t10
Th St
O St
5Th S
t
S St
15Th
St
6Th S
t 11Th
St
12Th
St
4Th S
t
14Th
St
Capitol Mall
16Th
St
13Th
St
Kondos Ave
K St
Whitney Ave
O St
12Th
St11Th
St
14Th
St
O St
O St
13Th
St
N:\
201
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xd
Parking Utilization
Figure 2
1 (9)
3 (7)0 (
3)
0 (9)
0 (7)
0 (2)
3 (8)
0 (8)
0 (5)
0 (6)
2 (8)
1 (7)
1 (8)
0 (1)
0 (4)
2 (9)3 (
5)
2 (4)
2 (7)
1 (6)
1 (13)
0 (20)
2 (13)
0 (11
)
1 (11
)
0 (12)1 (10
)
1 (23
)
2 (10)
0 (13)
4 (12
)
0 (14
)0 (10
)
4 (16
)
1 (15
)
5 (19
)2 (11
)
4 (10)
3 (10)
1 (12)
4 (14)
4 (13)
2 (12)
1 (24)
4 (4)
1 (5)
1 (2)
0 (11)1 (7)
0 (9)
0 (3)
0 (5)
0 (11
)
1 (8)
1 (9)
0 (8)
2 (11
)
0 (11
)
0 (11)
0 (5)
0 (9)
1 (9)
3 (7)
0 (12)
1 (11)
0 (7)
0 (7)
2 (12)
1 (10)
0 (11
)
0 (10)
3 (7)
0 (2)
0 (10)
1 (9)1 (11)
0 (8)
0 (7)
0 (1)
0 (7)
0 (12)
0 (8)
0 (8)
1 (8)
0 (9)
5 (16)
0 (15)
1 (11
)
0 (12
)
1 (10
)
2 (10
)
0 (13
)3 (12
)
4 (11)
5 (12)
2 (5)
2 (9)
0 (11
)1 (10
)
3 (8)
2 (10)
0 (5)
1 (9)
1 (8)
0 (11)
0 (10)
1 (13)
0 (11
)
1 (15
)0 (
3)
1 (5)
0 (12)
0 (2)
0 (10
)
0 (4)
1 (8)
0 (10)
0 (9)
0 (8)
0 (9)0 (3)
0 (8)
0 (4)
0 (12)
1 (8)
1 (23
)
0 (7)
0 (8) 0 (5)
3 (5)
0 (4)
0 (2)
2 (13
)
1 (11
)
1 (11)
0 (10)
P St
N St
Q St
L St
R St
8Th S
t7Th S
t 9Th S
t
10Th
St
O St
5Th S
t
S St
15Th
St
6Th S
t
11Th
St
12Th
St
4Th S
t
14Th
St
Capitol Mall
16Th
St
13Th
St
K St
O St
11Th
St
12Th
St
O St
O St
13Th
St
On-Street Parking
Off-Street Parking
Percent Utilization
<60
60 - 70
70 - 80
80 - 90
>90
Project Site
Parking Area
XX (XX) Available Spaces (Total Spaces)
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 60 63 104.7% 6.4 1.4 A
Through 241 224 93.1% 7.4 1.3 A
Right Turn
Subtotal 301 287 95.4% 7.3 1.1 A
Left Turn
Through 341 306 89.6% 8.4 0.9 A
Right Turn 123 128 104.4% 4.8 0.6 A
Subtotal 464 434 93.5% 7.3 0.7 A
Left Turn
Through
Right Turn
Subtotal
Total 765 721 94.3% 7.3 0.3 A
8.4
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 285 279 98.0% 10.8 0.6 B
Right Turn 58 55 94.5% 9.1 2.1 A
Subtotal 343 334 97.4% 10.6 0.8 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 34 31 91.8% 4.1 0.8 A
Through 367 339 92.3% 3.3 0.6 A
Right Turn
Subtotal 401 370 92.3% 3.4 0.6 A
Left Turn
Through
Right Turn
Subtotal
Total 744 704 94.6% 6.8 0.7 A
10.8
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 216 219 101.3% 13.5 2.0 B
Through 354 366 103.5% 12.4 1.6 B
Right Turn
Subtotal 570 585 102.7% 12.8 1.7 B
Left Turn
Through 373 337 90.4% 4.6 0.6 A
Right Turn 52 52 100.8% 5.4 1.6 A
Subtotal 425 390 91.7% 4.7 0.7 A
Left Turn
Through
Right Turn
Subtotal
Total 995 975 98.0% 9.6 1.1 A
13.5
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 742 719 96.9% 10.2 1.1 B
Right Turn 97 103 106.4% 4.8 0.7 A
Subtotal 839 822 98.0% 9.5 1.0 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 58 49 84.8% 13.7 2.6 B
Through 531 514 96.8% 13.2 1.2 B
Right Turn
Subtotal 589 563 95.6% 13.2 1.1 B
Left Turn
Through
Right Turn
Subtotal
Total 1,428 1,386 97.0% 11.0 0.8 B
13.7
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 11 7th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 18 13 73.3% 3.5 3.3 A
Through 338 333 98.5% 2.2 0.4 A
Right Turn 8 8 100.0% 2.3 3.3 A
Subtotal 364 354 97.3% 2.2 0.5 A
Left Turn
Through 2 2 80.0% 2.7 3.9 A
Right Turn 4 4 110.0% 3.3 2.5 A
Subtotal 6 6 100.0% 4.1 2.5 A
Left Turn
Through
Right Turn
Subtotal
Total 370 360 97.3% 2.2 0.4 A
3.5
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 330 327 99.0% 3.1 0.9 A
Right Turn 32 35 108.8% 2.6 1.3 A
Subtotal 362 362 99.9% 3.0 0.8 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 13 8 58.5% 5.6 5.6 A
Through 7 8 120.0% 9.0 6.3 A
Right Turn
Subtotal 20 16 80.0% 8.1 4.8 A
Left Turn
Through
Right Turn
Subtotal
Total 382 378 98.8% 3.2 0.8 A
9.0
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 13 13 101.5% 2.2 0.9 A
Through 39 37 95.4% 0.3 0.2 A
Right Turn 14 15 108.6% 0.2 0.3 A
Subtotal 66 66 99.4% 0.7 0.2 A
Left Turn 7 7 102.9% 2.8 3.3 A
Through 66 63 95.2% 0.4 0.4 A
Right Turn 6 10 173.3% 0.2 0.1 A
Subtotal 79 80 101.8% 0.6 0.5 A
Left Turn 1 0 0.0% 0.0 0.0 A
Through 1 2 160.0% 2.2 4.0 A
Right Turn 4 5 120.0% 2.7 2.8 A
Subtotal 6 6 106.7% 3.4 3.1 A
Left Turn 41 29 70.2% 5.8 1.4 A
Through 2 1 60.0% 1.3 2.8 A
Right Turn 27 27 99.3% 3.8 1.1 A
Subtotal 70 57 81.1% 4.8 1.0 A
Total 221 209 94.7% 1.9 0.4 A
5.8
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 21 18 85.7% 0.3 0.4 A
Through 315 316 100.4% 0.5 0.2 A
Right Turn 6 5 80.0% 0.4 0.5 A
Subtotal 342 339 99.2% 0.4 0.1 A
Left Turn
Through
Right Turn 7 12 165.7% 4.1 2.1 A
Subtotal 7 12 165.7% 4.1 2.1 A
Left Turn 19 21 111.6% 5.3 1.4 A
Through
Right Turn
Subtotal 19 21 111.6% 5.3 1.4 A
Total 368 372 101.1% 0.8 0.2 A
5.3
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 62 61 98.7% 0.9 0.3 A
Through 351 350 99.8% 1.1 0.3 A
Right Turn
Subtotal 413 412 99.7% 1.0 0.3 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 11 12 105.5% 4.3 1.4 A
Through
Right Turn
Subtotal 11 12 105.5% 4.3 1.4 A
Left Turn
Through
Right Turn
Subtotal
Total 424 423 99.8% 1.1 0.3 A
4.3
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 275 286 103.9% 12.5 1.8 B
Right Turn 165 175 106.2% 4.3 1.0 A
Subtotal 440 461 104.7% 9.4 1.4 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 91 94 102.9% 7.2 1.9 A
Through 607 582 95.8% 9.3 0.6 A
Right Turn
Subtotal 698 675 96.7% 9.0 0.6 A
Total 1,138 1,136 99.8% 9.2 0.5 A
12.5
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 160 160 100.3% 7.6 1.8 A
Right Turn 181 188 103.9% 5.5 0.6 A
Subtotal 341 348 102.2% 6.5 1.0 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 118 107 90.5% 4.7 0.7 A
Through 600 581 96.8% 3.3 0.2 A
Right Turn
Subtotal 718 688 95.8% 3.5 0.2 A
Total 1,059 1,036 97.8% 4.5 0.3 A
7.6
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 114 106 93.0% 9.4 1.4 A
Through 304 290 95.4% 7.9 0.7 A
Right Turn
Subtotal 418 396 94.7% 8.3 0.6 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 604 580 96.0% 3.4 0.7 A
Right Turn 109 122 112.3% 4.6 1.0 A
Subtotal 713 702 98.5% 3.6 0.7 A
Total 1,131 1,098 97.1% 5.3 0.6 A
9.4
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 332 341 102.8% 10.3 1.2 B
Right Turn 109 98 90.3% 6.4 1.8 A
Subtotal 441 440 99.7% 9.5 1.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 96 83 86.7% 12.3 1.9 B
Through 604 603 99.9% 12.0 0.8 B
Right Turn
Subtotal 700 686 98.1% 12.0 0.7 B
Total 1,141 1,126 98.7% 11.0 0.6 B
12.3
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 37 30 82.2% 12.0 5.5 B
Through 90 91 100.9% 22.3 6.2 C
Right Turn
Subtotal 127 121 95.4% 19.6 5.2 C
Left Turn
Through 16 15 95.0% 11.4 6.4 B
Right Turn 37 30 81.1% 6.5 1.9 A
Subtotal 53 45 85.3% 8.4 3.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 18 22 124.4% 0.8 0.5 A
Through 792 774 97.8% 0.7 0.2 A
Right Turn 164 159 97.1% 0.9 0.3 A
Subtotal 974 956 98.2% 0.7 0.1 A
Total 1,154 1,122 97.3% 3.1 0.7 A
22.3
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 160 167 104.5% 28.3 5.3 C
Through 201 216 107.7% 28.3 3.2 C
Right Turn
Subtotal 361 384 106.3% 28.3 3.5 C
Left Turn
Through 2,550 2,545 99.8% 28.4 2.7 C
Right Turn 329 335 101.8% 28.2 4.2 C
Subtotal 2,879 2,880 100.0% 28.4 2.9 C
Left Turn
Through
Right Turn
Subtotal
Total 3,240 3,264 100.7% 28.4 2.7 C
28.4
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 24 7th/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 108 96 88.5% 9.1 2.4 A
Through 170 166 97.9% 6.7 0.8 A
Right Turn
Subtotal 278 262 94.2% 7.5 1.0 A
Left Turn
Through 1,478 1,489 100.7% 17.3 1.6 B
Right Turn 154 142 92.2% 16.7 3.3 B
Subtotal 1,632 1,631 99.9% 17.2 1.7 B
Left Turn
Through
Right Turn
Subtotal
Total 1,910 1,893 99.1% 15.9 1.5 B
17.3
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 221 196 88.5% 9.5 1.5 A
Right Turn 30 30 98.7% 11.0 4.0 B
Subtotal 251 225 89.7% 9.6 1.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 197 200 101.7% 15.5 4.3 B
Through 1,366 1,360 99.6% 11.8 2.3 B
Right Turn
Subtotal 1,563 1,560 99.8% 12.3 2.4 B
Left Turn
Through
Right Turn
Subtotal
Total 1,814 1,786 98.4% 12.0 2.1 B
15.5
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 126 122 97.1% 6.1 1.2 A
Through 302 302 100.1% 5.1 0.9 A
Right Turn
Subtotal 428 425 99.3% 5.4 1.0 A
Left Turn
Through 1,271 1,269 99.8% 3.1 0.5 A
Right Turn 125 124 99.5% 4.0 0.8 A
Subtotal 1,396 1,393 99.8% 3.2 0.4 A
Left Turn
Through
Right Turn
Subtotal
Total 1,824 1,818 99.7% 3.7 0.5 A
6.1
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 879 882 100.3% 13.0 1.0 B
Right Turn 97 94 97.3% 10.4 1.3 B
Subtotal 976 976 100.0% 12.7 1.0 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 367 354 96.3% 19.2 2.0 B
Through 1,030 1,050 101.9% 19.9 0.6 B
Right Turn
Subtotal 1,397 1,404 100.5% 19.7 0.6 B
Left Turn
Through
Right Turn
Subtotal
Total 2,373 2,380 100.3% 16.9 0.6 B
19.9
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 14 16 117.1% 0.1 0.3 A
Through 332 313 94.3% 0.3 0.2 A
Right Turn 10 6 60.0% 0.3 0.3 A
Subtotal 356 336 94.3% 0.3 0.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 29 29 100.7% 6.1 1.4 A
Through 23 26 111.3% 6.9 1.4 A
Right Turn
Subtotal 52 55 105.4% 6.4 0.9 A
Left Turn
Through 15 17 112.0% 8.3 2.0 A
Right Turn 34 38 110.6% 6.3 1.8 A
Subtotal 49 54 111.0% 6.9 1.6 A
Total 457 445 97.3% 1.9 0.3 A
8.3
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 23 23 99.1% 0.1 0.1 A
Through 298 285 95.6% 0.3 0.1 A
Right Turn 42 48 115.2% 0.3 0.3 A
Subtotal 363 356 98.1% 0.3 0.1 A
Left Turn
Through 20 23 114.0% 9.3 3.7 A
Right Turn 13 8 64.6% 7.4 3.7 A
Subtotal 33 31 94.5% 8.7 3.4 A
Left Turn 11 12 105.5% 5.3 3.2 A
Through 16 14 90.0% 6.1 1.3 A
Right Turn
Subtotal 27 26 96.3% 5.7 1.2 A
Total 423 413 97.7% 1.3 0.4 A
9.3
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 228 238 104.2% 25.8 3.7 C
Through 160 165 103.3% 17.3 2.3 B
Right Turn
Subtotal 388 403 103.8% 22.3 2.8 C
Left Turn
Through 87 85 97.5% 18.6 2.2 B
Right Turn 30 29 97.3% 7.6 2.6 A
Subtotal 117 114 97.4% 15.8 2.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 124 118 94.8% 15.1 2.0 B
Through 1,391 1,358 97.6% 13.1 1.2 B
Right Turn 85 74 87.1% 11.2 2.6 B
Subtotal 1,600 1,549 96.8% 13.2 1.1 B
Total 2,105 2,066 98.1% 15.1 1.3 B
25.8
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 411 416 101.1% 13.7 1.3 B
Right Turn 180 185 102.7% 9.8 2.0 A
Subtotal 591 600 101.6% 12.5 0.9 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 761 744 97.8% 7.6 0.9 A
Through 570 567 99.5% 14.1 1.2 B
Right Turn
Subtotal 1,331 1,311 98.5% 10.4 0.8 B
Total 1,922 1,912 99.5% 11.0 0.7 B
14.1
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 240 232 96.8% 16.4 1.6 B
Through 862 869 100.8% 27.6 0.6 C
Right Turn
Subtotal 1,102 1,102 100.0% 25.3 0.8 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 243 233 96.0% 24.3 1.8 C
Through
Right Turn 555 542 97.6% 27.0 3.2 C
Subtotal 798 775 97.1% 26.2 2.5 C
Left Turn
Through 848 834 98.3% 27.2 1.8 C
Right Turn 181 183 101.0% 17.3 2.8 B
Subtotal 1,029 1,016 98.8% 25.4 2.0 C
Total 2,929 2,893 98.8% 25.6 0.8 C
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 3/27/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 35 15th St/X St‐US 50 EB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 272 279 102.5% 9.7 1.6 A
Through 313 299 95.6% 13.3 1.2 B
Right Turn
Subtotal 585 578 98.8% 11.6 1.1 B
Left Turn
Through 677 622 91.9% 25.2 2.6 C
Right Turn 37 36 98.4% 6.0 1.9 A
Subtotal 714 658 92.2% 24.1 2.5 C
Left Turn 517 523 101.1% 17.0 1.2 B
Through
Right Turn 74 73 98.9% 15.4 3.6 B
Subtotal 591 596 100.8% 16.8 1.4 B
Left Turn
Through
Right Turn
Subtotal
Total 1,890 1,832 97.0% 17.8 1.2 B
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 762 755 99.1% 14.9 1.4 B
Right Turn 424 415 97.9% 15.3 0.8 B
Subtotal 1,186 1,170 98.7% 15.1 1.0 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 538 515 95.8% 10.6 0.9 B
Through 928 921 99.3% 11.1 1.1 B
Right Turn
Subtotal 1,466 1,436 98.0% 10.9 0.9 B
Left Turn
Through
Right Turn
Subtotal
Total 2,652 2,606 98.3% 12.8 0.7 B
15.3
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 90 83 92.4% 8.7 1.4 A
Through 555 555 100.0% 8.7 1.1 A
Right Turn
Subtotal 645 638 98.9% 8.7 1.1 A
Left Turn
Through 453 478 105.4% 9.6 0.9 A
Right Turn 223 214 96.1% 8.2 2.6 A
Subtotal 676 692 102.4% 9.1 1.2 A
Left Turn
Through
Right Turn
Subtotal
Total 1,321 1,330 100.7% 9.0 0.8 A
9.6
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 306 308 100.5% 10.5 0.5 B
Right Turn 63 64 101.0% 9.8 2.5 A
Subtotal 369 371 100.6% 10.4 0.6 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 79 83 104.8% 5.0 0.9 A
Through 464 476 102.6% 3.8 0.6 A
Right Turn
Subtotal 543 559 102.9% 4.0 0.6 A
Left Turn
Through
Right Turn
Subtotal
Total 912 930 102.0% 6.5 0.6 A
10.5
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 239 243 101.6% 18.7 2.8 B
Through 725 740 102.0% 16.8 2.0 B
Right Turn
Subtotal 964 982 101.9% 17.3 2.2 B
Left Turn
Through 448 460 102.6% 4.6 0.5 A
Right Turn 79 77 97.7% 5.8 1.2 A
Subtotal 527 537 101.9% 4.7 0.5 A
Left Turn
Through
Right Turn
Subtotal
Total 1,491 1,519 101.9% 12.9 1.5 B
18.7
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 651 672 103.2% 10.1 1.0 B
Right Turn 136 133 97.9% 6.1 1.2 A
Subtotal 787 805 102.3% 9.4 0.9 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 67 64 95.5% 13.8 3.9 B
Through 620 646 104.2% 14.0 0.7 B
Right Turn
Subtotal 687 710 103.3% 13.9 0.5 B
Left Turn
Through
Right Turn
Subtotal
Total 1,474 1,515 102.8% 11.6 0.5 B
14.0
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 11 7th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 18 90.0% 2.3 1.5 A
Through 758 754 99.5% 3.0 0.5 A
Right Turn
Subtotal 778 772 99.2% 3.0 0.5 A
Left Turn
Through 6 6 93.3% 13.7 12.9 B
Right Turn 20 22 108.0% 7.0 2.3 A
Subtotal 26 27 104.6% 9.6 3.6 A
Left Turn
Through
Right Turn
Subtotal
Total 804 799 99.4% 3.2 0.5 A
13.7
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 352 356 101.1% 3.8 1.0 A
Right Turn 32 34 105.0% 2.9 1.0 A
Subtotal 384 390 101.5% 3.7 1.0 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 17 14 82.4% 5.2 2.8 A
Through 9 10 111.1% 9.7 9.3 A
Right Turn
Subtotal 26 24 92.3% 6.9 4.0 A
Left Turn
Through
Right Turn
Subtotal
Total 410 414 100.9% 4.0 1.1 A
9.7
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 4 3 80.0% 1.0 0.9 A
Through 75 76 101.3% 0.7 0.4 A
Right Turn 29 32 110.3% 0.6 0.5 A
Subtotal 108 111 103.0% 0.7 0.3 A
Left Turn 9 11 120.0% 1.8 0.4 A
Through 46 54 118.3% 0.9 0.4 A
Right Turn 6 7 120.0% 0.4 0.2 A
Subtotal 61 72 118.7% 0.9 0.3 A
Left Turn 7 8 114.3% 4.3 1.8 A
Through 4 3 80.0% 4.0 4.1 A
Right Turn 13 10 76.9% 6.1 5.3 A
Subtotal 24 21 88.3% 5.7 1.7 A
Left Turn 23 20 87.0% 7.0 3.1 A
Through 6 6 93.3% 5.4 4.1 A
Right Turn 7 6 85.7% 3.0 2.5 A
Subtotal 36 32 87.8% 6.4 1.6 A
Total 229 236 103.2% 1.9 0.2 A
7.0
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 20 102.0% 0.6 0.5 A
Through 754 745 98.8% 0.8 0.1 A
Right Turn 4 6 150.0% 0.4 0.5 A
Subtotal 778 771 99.1% 0.7 0.1 A
Left Turn
Through
Right Turn 11 10 90.9% 4.6 2.6 A
Subtotal 11 10 90.9% 4.6 2.6 A
Left Turn 73 63 86.6% 8.4 2.2 A
Through
Right Turn
Subtotal 73 63 86.6% 8.4 2.2 A
Total 862 844 98.0% 1.3 0.2 A
8.4
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 53 50 93.6% 1.3 0.7 A
Through 362 369 102.0% 1.0 0.2 A
Right Turn
Subtotal 415 419 100.9% 1.0 0.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 22 21 94.5% 5.4 2.6 A
Through
Right Turn
Subtotal 22 21 94.5% 5.4 2.6 A
Left Turn
Through
Right Turn
Subtotal
Total 437 440 100.6% 1.2 0.2 A
5.4
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 558 549 98.4% 19.8 2.8 B
Right Turn 778 778 100.1% 19.6 4.3 B
Subtotal 1,336 1,327 99.3% 19.7 3.4 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 107 105 97.9% 7.7 1.3 A
Through 1,866 1,858 99.5% 8.3 0.5 A
Right Turn
Subtotal 1,973 1,962 99.5% 8.2 0.5 A
Total 3,309 3,290 99.4% 12.9 1.6 B
19.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 598 580 97.0% 8.1 1.0 A
Right Turn 240 241 100.5% 8.9 1.4 A
Subtotal 838 821 98.0% 8.3 0.9 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 104 104 100.4% 5.1 1.7 A
Through 1,120 1,110 99.1% 3.9 0.4 A
Right Turn
Subtotal 1,224 1,214 99.2% 4.0 0.4 A
Total 2,062 2,036 98.7% 5.8 0.3 A
8.9
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 175 168 95.8% 9.8 1.8 A
Through 279 272 97.6% 6.8 0.6 A
Right Turn
Subtotal 454 440 96.9% 8.0 1.0 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,049 1,047 99.8% 4.8 0.6 A
Right Turn 136 145 106.5% 7.0 2.5 A
Subtotal 1,185 1,192 100.6% 5.0 0.9 A
Total 1,639 1,632 99.6% 5.8 0.7 A
9.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 858 876 102.1% 24.7 8.6 C
Right Turn 185 204 110.1% 24.6 11.3 C
Subtotal 1,043 1,080 103.5% 24.8 9.0 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 214 215 100.6% 20.2 3.8 C
Through 1,000 990 99.0% 15.9 1.4 B
Right Turn
Subtotal 1,214 1,205 99.2% 16.7 1.8 B
Total 2,257 2,285 101.2% 20.7 4.6 C
24.7
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 16 19 117.5% 16.7 6.6 B
Through 24 24 100.0% 12.4 3.9 B
Right Turn
Subtotal 40 43 107.0% 14.1 4.9 B
Left Turn
Through 93 93 99.8% 13.0 2.7 B
Right Turn 156 146 93.8% 7.4 1.2 A
Subtotal 249 239 96.1% 9.5 1.4 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 18 16 91.1% 8.4 3.5 A
Through 925 940 101.6% 7.4 0.6 A
Right Turn 22 26 118.2% 3.3 1.1 A
Subtotal 965 982 101.8% 7.3 0.5 A
Total 1,254 1,264 100.8% 7.9 0.3 A
16.7
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Served Volume (vph)
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 22 22 100.0% 13.6 8.1 B
Through 21 24 114.3% 11.9 2.6 B
Right Turn
Subtotal 43 46 107.0% 13.0 4.8 B
Left Turn
Through 107 109 102.1% 13.5 2.3 B
Right Turn 164 166 101.2% 6.7 1.1 A
Subtotal 271 275 101.5% 9.4 1.3 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 29 31 107.6% 0.8 0.4 A
Through 779 794 101.9% 0.8 0.2 A
Right Turn 15 17 112.0% 0.6 1.6 A
Subtotal 823 842 102.3% 0.8 0.2 A
Total 1,137 1,163 102.3% 3.3 0.4 A
13.6
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 198 198 99.8% 5.4 0.6 A
Through 467 454 97.2% 5.8 0.5 A
Right Turn
Subtotal 665 652 98.0% 5.7 0.4 A
Left Turn
Through 736 755 102.6% 12.3 0.7 B
Right Turn 87 78 89.7% 9.8 1.1 A
Subtotal 823 833 101.2% 12.1 0.7 B
Left Turn
Through
Right Turn
Subtotal
Total 1,488 1,485 99.8% 9.3 0.5 A
12.3
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 24 7th/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 233 221 94.9% 6.9 1.6 A
Through 469 458 97.7% 3.9 0.5 A
Right Turn
Subtotal 702 679 96.8% 4.9 0.8 A
Left Turn
Through 783 817 104.3% 14.5 0.6 B
Right Turn 24 23 96.7% 12.1 3.6 B
Subtotal 807 840 104.1% 14.4 0.6 B
Left Turn
Through
Right Turn
Subtotal
Total 1,509 1,519 100.7% 10.2 0.4 B
14.5
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 327 318 97.1% 11.8 1.3 B
Right Turn 136 150 110.6% 10.4 1.2 B
Subtotal 463 468 101.1% 11.3 0.9 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 127 120 94.2% 9.1 2.1 A
Through 899 925 102.9% 6.7 0.5 A
Right Turn
Subtotal 1,026 1,045 101.8% 7.0 0.6 A
Left Turn
Through
Right Turn
Subtotal
Total 1,489 1,513 101.6% 8.3 0.5 A
11.8
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 115 115 100.2% 9.1 1.9 A
Through 957 976 102.0% 10.1 2.1 B
Right Turn
Subtotal 1,072 1,092 101.8% 10.0 2.1 A
Left Turn
Through 823 852 103.5% 3.7 0.3 A
Right Turn 212 224 105.5% 6.1 2.1 A
Subtotal 1,035 1,075 103.9% 4.2 0.7 A
Left Turn
Through
Right Turn
Subtotal
Total 2,107 2,167 102.8% 7.1 1.2 A
10.1
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 485 483 99.6% 9.0 1.1 A
Right Turn 54 60 111.9% 5.5 2.0 A
Subtotal 539 544 100.9% 8.6 1.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 122 115 94.1% 14.8 1.2 B
Through 816 847 103.8% 18.3 0.8 B
Right Turn
Subtotal 938 962 102.6% 17.9 0.7 B
Left Turn
Through
Right Turn
Subtotal
Total 1,477 1,506 101.9% 14.5 0.8 B
18.3
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 1 0 0.0% 0.0 0.0 A
Through 205 204 99.5% 0.3 0.1 A
Right Turn 13 18 135.4% 0.2 0.5 A
Subtotal 219 222 101.2% 0.3 0.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 13 12 89.2% 5.4 1.5 A
Through 39 41 104.6% 7.2 1.0 A
Right Turn
Subtotal 52 52 100.8% 6.9 0.7 A
Left Turn
Through 37 43 116.8% 7.9 1.3 A
Right Turn 29 24 82.8% 5.9 1.3 A
Subtotal 66 67 101.8% 7.2 0.8 A
Total 337 341 101.2% 2.7 0.4 A
7.9
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 25 25 99.2% 0.7 0.6 A
Through 1,150 1,180 102.6% 1.1 0.3 A
Right Turn 32 33 102.5% 0.9 0.7 A
Subtotal 1,207 1,237 102.5% 1.1 0.3 A
Left Turn
Through 32 39 122.5% 18.0 7.9 C
Right Turn 38 39 103.2% 15.4 5.1 C
Subtotal 70 78 112.0% 17.1 6.4 C
Left Turn 36 30 83.3% 11.0 2.2 B
Through 26 26 98.5% 20.6 10.4 C
Right Turn
Subtotal 62 56 89.7% 14.8 3.4 B
Total 1,339 1,371 102.4% 2.6 0.6 A
20.6
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 140 130 93.1% 27.7 11.5 C
Through 136 144 105.9% 11.8 1.8 B
Right Turn
Subtotal 276 274 99.4% 19.8 6.9 B
Left Turn
Through 340 341 100.4% 15.7 2.1 B
Right Turn 109 112 102.4% 13.7 3.0 B
Subtotal 449 453 100.8% 15.2 2.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 256 250 97.5% 20.5 1.9 C
Through 1,313 1,338 101.9% 18.4 1.0 B
Right Turn 55 63 114.2% 15.9 3.7 B
Subtotal 1,624 1,650 101.6% 18.7 0.9 B
Total 2,349 2,377 101.2% 18.1 1.3 B
27.7
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,160 1,127 97.1% 16.4 2.2 B
Right Turn 500 508 101.5% 9.7 1.4 A
Subtotal 1,660 1,634 98.5% 14.3 1.6 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 843 871 103.3% 15.0 1.6 B
Through 781 797 102.0% 18.9 1.8 B
Right Turn
Subtotal 1,624 1,668 102.7% 16.9 1.5 B
Total 3,284 3,302 100.5% 15.6 1.3 B
18.9
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 220 232 105.3% 23.8 2.1 C
Through 606 596 98.3% 21.2 1.0 C
Right Turn
Subtotal 826 827 100.1% 21.9 0.4 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 340 361 106.2% 56.1 14.6 E
Through
Right Turn 323 330 102.0% 47.1 16.3 D
Subtotal 663 691 104.2% 52.0 14.8 D
Left Turn
Through 1,056 1,056 100.0% 44.7 8.7 D
Right Turn 83 86 103.1% 22.9 7.2 C
Subtotal 1,139 1,142 100.2% 43.0 8.3 D
Total 2,628 2,660 101.2% 38.9 7.1 D
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 35 15th St/X St‐US 50 EB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 620 606 97.8% 37.1 8.1 D
Through 827 829 100.3% 29.8 3.3 C
Right Turn
Subtotal 1,447 1,436 99.2% 32.9 5.1 C
Left Turn
Through 654 648 99.1% 29.5 4.8 C
Right Turn 80 80 100.0% 17.9 3.6 B
Subtotal 734 728 99.2% 28.3 4.5 C
Left Turn 681 694 102.0% 28.9 8.0 C
Through
Right Turn 202 207 102.4% 31.2 7.0 C
Subtotal 883 901 102.1% 29.4 7.7 C
Left Turn
Through
Right Turn
Subtotal
Total 3,064 3,065 100.0% 30.9 4.7 C
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 501 483 96.4% 12.9 0.9 B
Right Turn 212 207 97.5% 11.1 1.9 B
Subtotal 713 690 96.7% 12.4 0.8 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 849 846 99.7% 15.7 1.7 B
Through 1,106 1,115 100.8% 18.8 2.3 B
Right Turn
Subtotal 1,955 1,962 100.3% 17.4 2.0 B
Left Turn
Through
Right Turn
Subtotal
Total 2,668 2,651 99.4% 16.1 1.6 B
18.8
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking Report Existing Conditions: AM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB SB SB SBDirections Served T T T TR LT T TMaximum Queue (ft) 303 356 318 264 162 122 73Average Queue (ft) 188 239 205 177 108 70 2395th Queue (ft) 296 356 323 280 171 127 71Link Distance (ft) 2246 2246 2246 2246 358 358 358Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NB NW NW NWT T TR L LT T T L LR R
242 231 217 167 248 228 186 176 218 196191 176 134 100 195 164 129 96 170 132252 245 226 186 262 233 197 185 229 204
1076 1076 1076 305 305 305 189100
200 550 4500 7
Directions ServedMaximum 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) 0 8
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SB SE SET T TR L LT T T L LR
231 209 101 67 100 96 74 165 157177 137 48 32 69 70 35 113 101240 217 121 72 103 105 79 167 168750 750 750 340 340 340 1966 1966
200
Directions ServedMaximum 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)
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking Report Existing Conditions: PM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB SB SB SBDirections Served T T T TR LT T TMaximum Queue (ft) 64 104 95 82 72 54 40Average Queue (ft) 22 67 66 51 46 28 1495th Queue (ft) 63 108 101 86 75 61 43Link Distance (ft) 314 314 314 314 358 358 358Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NB NW NW NWT T TR L LT T T L LR R
350 328 283 120 193 156 92 206 250 216273 252 201 60 137 105 58 157 204 162363 336 289 128 192 161 98 235 288 259
1076 1076 1076 305 305 305 1891
200 550 4500
Directions ServedMaximum 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) 0
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SB SE SET T TR L LT T T L LR
245 210 147 201 226 206 184 239 262186 150 66 148 180 155 129 177 202261 233 141 213 241 221 191 255 280750 750 750 340 340 340 1966 1966
2002 7
Directions ServedMaximum 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) 9 20
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 60 64 106.7% 6.6 2.1 A
Through 253 278 110.0% 7.4 1.0 A
Right Turn
Subtotal 313 342 109.4% 7.3 1.1 A
Left Turn
Through 341 351 103.0% 8.5 1.0 A
Right Turn 116 128 110.7% 5.9 1.3 A
Subtotal 457 480 104.9% 7.7 1.0 A
Left Turn
Through
Right Turn
Subtotal
Total 770 822 106.8% 7.5 0.8 A
8.5
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 314 302 96.2% 11.2 0.8 B
Right Turn 58 61 104.8% 9.4 2.1 A
Subtotal 372 363 97.5% 10.9 0.9 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 34 29 85.9% 4.1 1.3 A
Through 367 389 105.9% 3.4 0.6 A
Right Turn
Subtotal 401 418 104.2% 3.4 0.5 A
Left Turn
Through
Right Turn
Subtotal
Total 773 781 101.0% 6.9 0.8 A
11.2
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 217 229 105.4% 11.9 2.9 B
Through 357 355 99.5% 12.0 2.2 B
Right Turn
Subtotal 574 584 101.7% 12.0 2.4 B
Left Turn
Through 372 400 107.6% 4.5 0.8 A
Right Turn 53 51 96.6% 4.1 1.2 A
Subtotal 425 452 106.3% 4.4 0.8 A
Left Turn
Through
Right Turn
Subtotal
Total 999 1,036 103.7% 8.7 1.4 A
12.0
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 746 738 99.0% 10.3 1.0 B
Right Turn 123 122 99.5% 4.9 0.9 A
Subtotal 869 861 99.1% 9.6 0.9 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 58 60 103.4% 13.7 3.0 B
Through 531 563 106.0% 13.8 1.1 B
Right Turn
Subtotal 589 623 105.7% 13.8 0.9 B
Left Turn
Through
Right Turn
Subtotal
Total 1,458 1,484 101.8% 11.3 0.7 B
13.8
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 11 7th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 18 18 102.2% 1.9 1.8 A
Through 343 378 110.3% 2.2 0.6 A
Right Turn 8 8 100.0% 2.5 2.5 A
Subtotal 369 405 109.7% 2.2 0.6 A
Left Turn
Through 2 0 20.0% 0.4 1.2 A
Right Turn 4 6 140.0% 3.3 2.5 A
Subtotal 6 6 100.0% 3.4 2.5 A
Left Turn
Through
Right Turn
Subtotal
Total 375 411 109.5% 2.3 0.6 A
3.3
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 359 355 98.9% 4.5 0.7 A
Right Turn 24 26 106.7% 3.6 0.9 A
Subtotal 383 381 99.4% 4.5 0.6 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 13 13 98.5% 3.6 2.5 A
Through 7 8 108.6% 6.0 6.2 A
Right Turn
Subtotal 20 20 102.0% 5.2 3.8 A
Left Turn
Through
Right Turn
Subtotal
Total 403 401 99.6% 4.5 0.7 A
6.0
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 13 11 86.2% 2.2 1.6 A
Through 39 37 94.4% 0.3 0.2 A
Right Turn 14 13 94.3% 0.3 0.5 A
Subtotal 66 61 92.7% 0.7 0.5 A
Left Turn 7 4 51.4% 0.9 0.9 A
Through 66 75 113.3% 0.3 0.2 A
Right Turn 6 5 80.0% 0.2 0.1 A
Subtotal 79 83 105.3% 0.4 0.2 A
Left Turn 1 0 40.0% 0.5 1.4 A
Through 1 1 120.0% 1.6 2.6 A
Right Turn 4 6 140.0% 4.3 3.4 A
Subtotal 6 7 120.0% 4.6 3.3 A
Left Turn 41 50 122.9% 5.1 0.6 A
Through 2 3 160.0% 3.1 3.1 A
Right Turn 27 30 111.1% 3.4 0.6 A
Subtotal 70 84 119.4% 4.5 0.5 A
Total 221 235 106.4% 2.1 0.3 A
5.1
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 22 110.0% 0.2 0.2 A
Through 321 357 111.2% 0.6 0.2 A
Right Turn 6 7 113.3% 0.2 0.3 A
Subtotal 347 386 111.1% 0.5 0.2 A
Left Turn
Through
Right Turn 7 8 120.0% 5.8 5.7 A
Subtotal 7 8 120.0% 5.8 5.7 A
Left Turn 4 4 100.0% 2.9 2.2 A
Through
Right Turn
Subtotal 4 4 100.0% 2.9 2.2 A
Total 358 398 111.2% 0.7 0.2 A
5.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 383 380 99.3% 1.0 0.1 A
Right Turn
Subtotal 383 380 99.3% 1.0 0.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 383 380 99.3% 1.0 0.1 A
1.0
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 277 280 101.2% 13.1 1.3 B
Right Turn 165 178 107.6% 4.2 0.7 A
Subtotal 442 458 103.6% 9.7 0.9 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 91 95 104.2% 7.2 1.4 A
Through 612 646 105.6% 9.3 1.1 A
Right Turn
Subtotal 703 741 105.4% 9.0 1.0 A
Total 1,145 1,199 104.7% 9.2 0.8 A
13.1
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 157 171 108.8% 10.4 1.0 B
Right Turn 175 196 112.2% 8.9 1.6 A
Subtotal 332 367 110.6% 9.6 1.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 118 101 85.8% 4.7 1.4 A
Through 611 641 104.9% 3.5 0.2 A
Right Turn
Subtotal 729 742 101.8% 3.7 0.3 A
Total 1,061 1,109 104.5% 5.6 0.6 A
10.4
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 117 117 100.2% 8.8 1.4 A
Through 274 265 96.8% 7.3 0.8 A
Right Turn
Subtotal 391 382 97.8% 7.7 0.7 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 612 624 102.0% 3.9 0.4 A
Right Turn 109 115 105.3% 5.1 1.2 A
Subtotal 721 739 102.5% 4.1 0.4 A
Total 1,112 1,122 100.9% 5.3 0.3 A
8.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 325 342 105.4% 10.8 1.3 B
Right Turn 109 121 110.8% 7.5 1.6 A
Subtotal 434 463 106.7% 9.9 1.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 104 101 96.9% 10.7 2.4 B
Through 612 617 100.8% 11.5 1.1 B
Right Turn
Subtotal 716 718 100.3% 11.4 1.1 B
Total 1,150 1,181 102.7% 10.8 0.6 B
11.5
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 39 36 92.3% 14.1 4.3 B
Through 82 95 116.1% 10.1 1.6 B
Right Turn
Subtotal 121 131 108.4% 11.2 1.8 B
Left Turn
Through 28 30 108.6% 15.2 3.0 B
Right Turn 29 30 103.4% 7.5 1.9 A
Subtotal 57 60 106.0% 11.2 1.0 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 43 30 70.7% 8.9 2.7 A
Through 799 800 100.1% 8.6 0.5 A
Right Turn 99 96 96.6% 5.1 0.8 A
Subtotal 941 926 98.4% 8.2 0.4 A
Total 1,119 1,117 99.8% 8.8 0.4 A
15.2
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Served Volume (vph)
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 37 41 111.4% 19.8 15.2 C
Through 90 81 89.8% 30.6 20.4 D
Right Turn
Subtotal 127 122 96.1% 27.2 18.8 D
Left Turn
Through 16 17 105.0% 15.5 4.6 C
Right Turn 37 40 109.2% 8.9 3.3 A
Subtotal 53 57 107.9% 10.6 3.3 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 18 18 100.0% 0.8 0.6 A
Through 867 850 98.1% 1.0 0.2 A
Right Turn 164 157 95.6% 1.2 0.5 A
Subtotal 1,049 1,025 97.7% 1.0 0.2 A
Total 1,229 1,204 98.0% 4.1 2.1 A
30.6
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 164 169 103.2% 33.9 7.4 C
Through 204 208 102.0% 28.4 2.8 C
Right Turn
Subtotal 368 377 102.5% 31.0 4.6 C
Left Turn
Through 2,620 2,618 99.9% 28.7 2.9 C
Right Turn 329 352 107.0% 28.3 3.9 C
Subtotal 2,949 2,970 100.7% 28.6 3.0 C
Left Turn
Through
Right Turn
Subtotal
Total 3,317 3,348 100.9% 28.9 2.5 C
33.9
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 24 7th/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 107 104 96.8% 8.6 1.3 A
Through 168 171 101.7% 7.0 0.8 A
Right Turn
Subtotal 275 274 99.8% 7.6 0.7 A
Left Turn
Through 1,536 1,575 102.6% 19.3 1.8 B
Right Turn 181 192 106.3% 19.4 4.1 B
Subtotal 1,717 1,768 102.9% 19.3 2.0 B
Left Turn
Through
Right Turn
Subtotal
Total 1,992 2,042 102.5% 17.7 1.7 B
19.4
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 223 215 96.3% 10.6 1.0 B
Right Turn 38 38 100.0% 10.3 2.6 B
Subtotal 261 253 96.9% 10.5 1.0 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 168 169 100.7% 18.6 2.8 B
Through 1,452 1,493 102.8% 13.7 1.4 B
Right Turn
Subtotal 1,620 1,662 102.6% 14.1 1.4 B
Left Turn
Through
Right Turn
Subtotal
Total 1,881 1,915 101.8% 13.7 1.2 B
18.6
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 126 133 105.4% 5.9 0.7 A
Through 303 310 102.3% 5.3 1.0 A
Right Turn
Subtotal 429 443 103.2% 5.5 0.8 A
Left Turn
Through 1,360 1,395 102.6% 3.4 0.7 A
Right Turn 130 136 104.9% 3.9 1.5 A
Subtotal 1,490 1,531 102.8% 3.4 0.8 A
Left Turn
Through
Right Turn
Subtotal
Total 1,919 1,974 102.9% 3.9 0.7 A
5.9
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 928 921 99.2% 15.0 1.5 B
Right Turn 139 138 99.6% 12.7 2.1 B
Subtotal 1,067 1,059 99.3% 14.7 1.5 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 420 428 101.9% 20.4 1.7 C
Through 1,066 1,106 103.8% 20.8 0.6 C
Right Turn
Subtotal 1,486 1,534 103.3% 20.7 0.6 C
Left Turn
Through
Right Turn
Subtotal
Total 2,553 2,594 101.6% 18.3 0.7 B
20.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 14 16 111.4% 0.4 0.6 A
Through 358 355 99.1% 0.3 0.2 A
Right Turn 10 9 92.0% 0.8 1.7 A
Subtotal 382 380 99.4% 0.3 0.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 47 50 106.4% 6.5 1.4 A
Through 23 26 114.8% 7.7 0.7 A
Right Turn
Subtotal 70 76 109.1% 6.9 1.0 A
Left Turn
Through 15 13 88.0% 8.6 3.3 A
Right Turn 38 38 98.9% 6.2 1.5 A
Subtotal 53 51 95.8% 6.9 1.5 A
Total 505 507 100.4% 2.0 0.5 A
8.6
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 23 18 78.3% 0.1 0.1 A
Through 300 313 104.4% 0.3 0.1 A
Right Turn 46 43 93.9% 0.3 0.1 A
Subtotal 369 374 101.5% 0.3 0.1 A
Left Turn
Through 20 25 126.0% 8.5 1.9 A
Right Turn 13 11 86.2% 4.1 1.9 A
Subtotal 33 36 110.3% 7.7 1.9 A
Left Turn 11 8 76.4% 4.4 2.3 A
Through 16 16 100.0% 5.0 2.2 A
Right Turn
Subtotal 27 24 90.4% 5.4 1.1 A
Total 429 435 101.4% 1.2 0.3 A
8.5
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 231 221 95.6% 26.1 5.8 C
Through 160 148 92.3% 14.5 2.2 B
Right Turn
Subtotal 391 368 94.2% 21.6 4.5 C
Left Turn
Through 94 97 103.4% 17.6 3.9 B
Right Turn 30 28 94.7% 10.0 5.4 B
Subtotal 124 126 101.3% 15.6 4.2 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 124 129 104.2% 16.4 2.5 B
Through 1,499 1,509 100.7% 15.6 1.0 B
Right Turn 85 81 95.5% 14.3 2.5 B
Subtotal 1,708 1,719 100.7% 15.6 1.1 B
Total 2,223 2,213 99.6% 16.6 1.2 B
26.1
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 423 439 103.8% 14.8 1.5 B
Right Turn 180 181 100.7% 11.2 2.0 B
Subtotal 603 620 102.9% 13.7 1.3 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 761 728 95.7% 7.8 1.1 A
Through 570 587 102.9% 14.0 1.2 B
Right Turn
Subtotal 1,331 1,315 98.8% 10.6 1.1 B
Total 1,934 1,936 100.1% 11.6 1.1 B
14.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 34 16th St/W St‐US 50 WB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 240 232 96.5% 16.9 1.4 B
Through 862 822 95.4% 27.6 0.9 C
Right Turn
Subtotal 1,102 1,054 95.6% 25.2 0.9 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 243 236 97.0% 27.6 1.8 C
Through
Right Turn 579 615 106.2% 29.5 2.5 C
Subtotal 822 850 103.5% 29.0 2.1 C
Left Turn
Through 848 838 98.8% 26.0 3.1 C
Right Turn 181 177 97.7% 18.6 4.1 B
Subtotal 1,029 1,014 98.6% 24.7 2.8 C
Total 2,953 2,918 98.8% 26.1 0.6 C
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 35 15th St/X St‐US 50 EB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 284 284 100.1% 10.0 1.0 A
Through 313 318 101.5% 13.4 1.4 B
Right Turn
Subtotal 597 602 100.8% 11.8 1.0 B
Left Turn
Through 677 656 96.9% 26.9 2.6 C
Right Turn 37 36 96.2% 10.2 4.9 B
Subtotal 714 692 96.9% 26.0 2.5 C
Left Turn 517 518 100.3% 17.5 0.7 B
Through
Right Turn 74 76 102.7% 16.3 3.4 B
Subtotal 591 594 100.6% 17.4 0.7 B
Left Turn
Through
Right Turn
Subtotal
Total 1,902 1,888 99.3% 18.8 1.3 B
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement AM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 762 725 95.1% 15.3 1.8 B
Right Turn 424 440 103.7% 14.8 1.8 B
Subtotal 1,186 1,164 98.2% 15.1 1.4 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 550 530 96.4% 10.7 0.9 B
Through 928 946 101.9% 12.0 1.4 B
Right Turn
Subtotal 1,478 1,476 99.9% 11.5 0.9 B
Left Turn
Through
Right Turn
Subtotal
Total 2,664 2,641 99.1% 13.1 1.0 B
15.3
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 90 83 92.4% 10.7 2.7 B
Through 573 571 99.6% 9.6 1.1 A
Right Turn
Subtotal 663 654 98.6% 9.8 1.3 A
Left Turn
Through 453 430 94.9% 8.7 1.1 A
Right Turn 216 218 100.9% 9.6 2.1 A
Subtotal 669 648 96.9% 9.0 1.2 A
Left Turn
Through
Right Turn
Subtotal
Total 1,332 1,302 97.7% 9.4 1.1 A
10.7
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 341 330 96.7% 10.9 0.9 B
Right Turn 56 54 95.7% 10.1 1.7 B
Subtotal 397 383 96.5% 10.8 0.9 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 79 77 97.7% 5.6 1.7 A
Through 464 440 94.7% 3.8 0.5 A
Right Turn
Subtotal 543 517 95.2% 4.1 0.6 A
Left Turn
Through
Right Turn
Subtotal
Total 940 900 95.7% 6.9 0.5 A
10.9
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 239 238 99.4% 19.6 3.6 B
Through 726 747 102.9% 16.4 2.2 B
Right Turn
Subtotal 965 984 102.0% 17.2 2.5 B
Left Turn
Through 440 420 95.4% 4.6 0.7 A
Right Turn 80 78 97.5% 5.3 1.3 A
Subtotal 520 498 95.7% 4.7 0.7 A
Left Turn
Through
Right Turn
Subtotal
Total 1,485 1,482 99.8% 13.0 1.7 B
19.6
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 669 663 99.1% 10.3 0.9 B
Right Turn 265 278 104.8% 9.2 1.6 A
Subtotal 934 941 100.7% 9.9 1.0 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 67 75 112.2% 13.8 1.6 B
Through 612 578 94.4% 13.8 1.0 B
Right Turn
Subtotal 679 653 96.2% 13.8 1.0 B
Left Turn
Through
Right Turn
Subtotal
Total 1,613 1,594 98.8% 11.5 0.8 B
13.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 11 7th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 17 84.0% 3.5 2.0 A
Through 769 772 100.3% 3.0 0.5 A
Right Turn
Subtotal 789 788 99.9% 3.0 0.5 A
Left Turn
Through 6 5 86.7% 15.7 11.3 C
Right Turn 21 21 99.0% 4.8 2.6 A
Subtotal 27 26 96.3% 8.5 3.4 A
Left Turn
Through
Right Turn
Subtotal
Total 816 814 99.8% 3.1 0.5 A
15.7
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 380 370 97.3% 4.5 0.5 A
Right Turn 2 2 120.0% 2.4 2.4 A
Subtotal 382 372 97.4% 4.4 0.5 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 17 16 91.8% 7.5 1.7 A
Through 9 6 66.7% 11.2 12.4 B
Right Turn
Subtotal 26 22 83.1% 9.8 5.1 A
Left Turn
Through
Right Turn
Subtotal
Total 408 394 96.5% 4.7 0.5 A
11.2
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 4 4 100.0% 1.1 0.8 A
Through 75 75 100.3% 0.5 0.2 A
Right Turn 29 28 96.6% 0.7 0.6 A
Subtotal 108 107 99.3% 0.6 0.2 A
Left Turn 9 10 111.1% 2.3 1.8 A
Through 46 50 109.6% 0.5 0.3 A
Right Turn 6 4 60.0% 0.4 0.5 A
Subtotal 61 64 104.9% 0.7 0.3 A
Left Turn 7 10 142.9% 3.6 3.1 A
Through 4 6 140.0% 4.6 2.8 A
Right Turn 13 12 89.2% 4.5 1.8 A
Subtotal 24 27 113.3% 5.4 1.5 A
Left Turn 23 27 116.5% 5.7 1.7 A
Through 6 5 86.7% 4.2 3.9 A
Right Turn 7 7 102.9% 3.2 1.6 A
Subtotal 36 39 108.9% 5.4 1.0 A
Total 229 238 103.8% 1.9 0.7 A
5.7
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 7 6 85.7% 0.5 0.5 A
Through 779 782 100.4% 0.7 0.2 A
Right Turn 4 4 110.0% 0.1 0.2 A
Subtotal 790 792 100.3% 0.7 0.2 A
Left Turn
Through
Right Turn 11 10 94.5% 5.3 2.4 A
Subtotal 11 10 94.5% 5.3 2.4 A
Left Turn 19 19 98.9% 8.5 3.2 A
Through
Right Turn
Subtotal 19 19 98.9% 8.5 3.2 A
Total 820 822 100.2% 0.9 0.2 A
8.5
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 382 373 97.6% 0.7 0.2 A
Right Turn
Subtotal 382 373 97.6% 0.7 0.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 382 373 97.6% 0.7 0.2 A
0.7
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 558 523 93.7% 18.2 2.5 B
Right Turn 778 770 99.0% 17.3 2.0 B
Subtotal 1,336 1,293 96.8% 17.7 2.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 107 94 87.9% 6.5 1.1 A
Through 1,903 1,918 100.8% 8.6 0.7 A
Right Turn
Subtotal 2,010 2,012 100.1% 8.5 0.7 A
Total 3,346 3,304 98.8% 12.1 0.9 B
18.2
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 586 582 99.2% 11.8 0.7 B
Right Turn 223 228 102.4% 12.7 1.4 B
Subtotal 809 810 100.1% 12.0 0.8 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 103 98 95.1% 5.0 0.6 A
Through 1,173 1,162 99.1% 4.0 0.4 A
Right Turn
Subtotal 1,276 1,260 98.7% 4.1 0.3 A
Total 2,085 2,070 99.3% 7.2 0.4 A
12.7
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 186 192 103.0% 10.0 1.3 B
Through 246 246 99.8% 5.8 1.3 A
Right Turn
Subtotal 432 437 101.2% 7.7 1.3 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,090 1,071 98.3% 4.8 0.5 A
Right Turn 136 128 93.8% 6.6 1.4 A
Subtotal 1,226 1,199 97.8% 5.0 0.6 A
Total 1,658 1,636 98.7% 5.7 0.5 A
10.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 829 831 100.3% 18.8 5.5 B
Right Turn 185 173 93.4% 18.2 7.4 B
Subtotal 1,014 1,004 99.0% 18.7 5.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 248 237 95.6% 21.1 2.3 C
Through 1,041 1,029 98.8% 16.5 1.3 B
Right Turn
Subtotal 1,289 1,266 98.2% 17.4 1.2 B
Total 2,303 2,270 98.6% 18.0 2.2 B
21.1
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 16 17 107.5% 12.4 6.8 B
Through 24 22 90.0% 11.1 4.9 B
Right Turn
Subtotal 40 39 97.0% 11.4 3.0 B
Left Turn
Through 135 128 94.8% 14.9 2.1 B
Right Turn 156 143 91.8% 10.3 1.6 B
Subtotal 291 271 93.2% 12.4 1.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 18 19 104.4% 10.9 4.7 B
Through 944 962 101.9% 8.5 0.5 A
Right Turn 30 32 106.7% 5.5 1.2 A
Subtotal 992 1,012 102.1% 8.4 0.5 A
Total 1,323 1,322 100.0% 9.4 0.5 A
14.9
Served Volume (vph)
EB
WB
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 22 23 105.5% 12.2 5.6 B
Through 21 24 112.4% 12.8 3.8 B
Right Turn
Subtotal 43 47 108.8% 13.0 2.8 B
Left Turn
Through 107 98 92.0% 14.2 2.1 B
Right Turn 164 159 96.8% 8.1 1.2 A
Subtotal 271 257 94.9% 10.3 1.6 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 29 29 100.7% 0.9 0.5 A
Through 806 830 103.0% 0.8 0.2 A
Right Turn 15 15 101.3% 0.7 1.9 A
Subtotal 850 875 102.9% 0.8 0.2 A
Total 1,164 1,179 101.3% 3.4 0.4 A
14.2
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 198 184 92.7% 5.3 0.9 A
Through 467 434 93.0% 5.3 0.8 A
Right Turn
Subtotal 665 618 92.9% 5.4 0.7 A
Left Turn
Through 732 753 102.9% 12.8 0.7 B
Right Turn 87 81 92.9% 9.9 1.5 A
Subtotal 819 834 101.8% 12.5 0.6 B
Left Turn
Through
Right Turn
Subtotal
Total 1,484 1,452 97.8% 9.5 0.4 A
12.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 24 7th/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 231 231 100.1% 5.9 0.8 A
Through 458 451 98.4% 4.0 0.7 A
Right Turn
Subtotal 689 682 99.0% 4.6 0.5 A
Left Turn
Through 783 784 100.1% 14.1 0.6 B
Right Turn 34 46 134.1% 11.0 2.4 B
Subtotal 817 829 101.5% 13.9 0.6 B
Left Turn
Through
Right Turn
Subtotal
Total 1,506 1,511 100.3% 9.7 0.3 A
14.1
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 337 342 101.5% 13.0 1.4 B
Right Turn 179 189 105.5% 11.0 1.3 B
Subtotal 516 531 102.9% 12.2 1.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 95 99 104.0% 7.4 1.1 A
Through 929 922 99.3% 6.7 0.6 A
Right Turn
Subtotal 1,024 1,021 99.7% 6.8 0.6 A
Left Turn
Through
Right Turn
Subtotal
Total 1,540 1,552 100.8% 8.6 0.5 A
13.0
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 115 118 102.3% 10.4 2.6 B
Through 962 953 99.1% 10.3 1.5 B
Right Turn
Subtotal 1,077 1,071 99.4% 10.3 1.5 B
Left Turn
Through 868 875 100.8% 4.0 0.6 A
Right Turn 240 234 97.7% 6.2 1.1 A
Subtotal 1,108 1,109 100.1% 4.5 0.5 A
Left Turn
Through
Right Turn
Subtotal
Total 2,185 2,180 99.8% 7.3 0.8 A
10.4
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 502 488 97.1% 9.7 1.1 A
Right Turn 69 72 104.3% 5.8 2.1 A
Subtotal 571 560 98.0% 9.2 1.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 141 146 103.8% 13.5 1.6 B
Through 842 841 99.9% 17.9 0.7 B
Right Turn
Subtotal 983 988 100.5% 17.3 0.7 B
Left Turn
Through
Right Turn
Subtotal
Total 1,554 1,547 99.6% 14.4 0.7 B
17.9
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 1 1 80.0% 0.0 0.0 A
Through 213 220 103.5% 0.3 0.3 A
Right Turn 13 12 95.4% 0.5 0.7 A
Subtotal 227 234 102.9% 0.3 0.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 19 96.0% 6.5 2.8 A
Through 39 36 92.3% 7.5 1.8 A
Right Turn
Subtotal 59 55 93.6% 7.3 1.6 A
Left Turn
Through 37 34 90.8% 8.1 1.6 A
Right Turn 30 31 102.7% 5.7 1.3 A
Subtotal 67 64 96.1% 6.8 1.1 A
Total 353 353 100.1% 2.6 0.6 A
8.1
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 25 23 91.2% 0.5 0.4 A
Through 1,182 1,176 99.5% 1.0 0.3 A
Right Turn 33 31 93.3% 0.9 0.9 A
Subtotal 1,240 1,230 99.2% 1.0 0.3 A
Left Turn
Through 32 31 97.5% 18.9 6.0 C
Right Turn 38 37 97.9% 15.4 3.5 C
Subtotal 70 68 97.7% 17.2 3.6 C
Left Turn 36 38 106.7% 11.3 3.6 B
Through 26 28 106.2% 19.6 6.1 C
Right Turn
Subtotal 62 66 106.5% 14.7 4.0 B
Total 1,372 1,364 99.4% 2.5 0.7 A
19.6
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 141 145 102.7% 29.8 8.9 C
Through 136 148 108.8% 10.9 2.8 B
Right Turn
Subtotal 277 293 105.7% 20.3 4.7 C
Left Turn
Through 374 370 98.9% 16.6 2.3 B
Right Turn 109 98 90.3% 12.8 4.2 B
Subtotal 483 468 97.0% 15.8 2.5 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 256 249 97.3% 20.5 2.5 C
Through 1,351 1,311 97.0% 17.6 1.5 B
Right Turn 55 53 96.7% 18.3 3.9 B
Subtotal 1,662 1,613 97.1% 18.0 1.5 B
Total 2,422 2,374 98.0% 17.9 1.7 B
29.8
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,221 1,198 98.1% 20.9 3.9 C
Right Turn 500 491 98.2% 9.4 1.0 A
Subtotal 1,721 1,690 98.2% 17.6 2.8 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 843 842 99.9% 14.7 1.3 B
Through 781 775 99.2% 18.1 1.6 B
Right Turn
Subtotal 1,624 1,617 99.6% 16.3 1.3 B
Total 3,345 3,307 98.9% 17.0 1.5 B
20.9
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 221 232 104.8% 23.2 1.8 C
Through 606 588 97.0% 22.0 1.4 C
Right Turn
Subtotal 827 820 99.1% 22.3 1.2 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 342 337 98.5% 49.8 8.3 D
Through
Right Turn 331 330 99.7% 42.1 8.6 D
Subtotal 673 667 99.1% 46.1 7.5 D
Left Turn
Through 1,061 1,034 97.4% 48.3 14.1 D
Right Turn 83 90 108.9% 24.4 10.9 C
Subtotal 1,144 1,124 98.3% 46.4 13.9 D
Total 2,644 2,610 98.7% 38.9 6.6 D
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 35 15th St/X St‐US 50 EB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 676 668 98.9% 42.6 8.9 D
Through 832 826 99.2% 33.0 4.7 C
Right Turn
Subtotal 1,508 1,494 99.1% 37.4 5.8 D
Left Turn
Through 654 648 99.1% 33.7 5.4 C
Right Turn 80 79 99.0% 18.3 4.9 B
Subtotal 734 728 99.1% 32.1 4.8 C
Left Turn 681 700 102.8% 31.7 8.8 C
Through
Right Turn 202 196 97.2% 31.3 7.0 C
Subtotal 883 897 101.6% 31.6 8.2 C
Left Turn
Through
Right Turn
Subtotal
Total 3,125 3,118 99.8% 34.7 4.3 C
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Existing Plus Project (P Street Bldg) Conditions
Volume and Delay by Movement PM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 501 496 98.9% 13.2 1.1 B
Right Turn 212 200 94.2% 11.2 1.8 B
Subtotal 713 695 97.5% 12.7 1.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 905 909 100.4% 17.4 2.0 B
Through 1,106 1,138 102.9% 21.0 2.8 C
Right Turn
Subtotal 2,011 2,046 101.8% 19.4 2.4 B
Left Turn
Through
Right Turn
Subtotal
Total 2,724 2,742 100.6% 17.7 2.0 B
21.0
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking ReportExisting + Project Conditions: AM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB SB SB SBDirections Served T T T TR LT T TMaximum Queue (ft) 290 362 370 281 188 157 63Average Queue (ft) 194 241 225 187 133 83 2495th Queue (ft) 327 383 416 333 208 162 66Link Distance (ft) 2246 2246 2094 2094 358 358 358Upstream Blk Time (%) 0 1 2 0Queuing Penalty (veh) 0 11 13 4Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NB NW NW NWT T TR L LT T T L LR R
243 233 186 189 236 216 156 181 239 216186 168 125 110 191 163 113 99 183 151243 233 205 205 245 223 165 194 250 222
1076 1076 1076 305 305 305 1891
200 550 4500 5
Directions ServedMaximum 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) 0 6
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SB SE SET T TR L LT T T L LR
251 226 143 76 98 100 71 162 163188 152 62 41 69 68 34 114 110252 236 147 75 107 112 76 169 174750 750 750 340 340 340 1966 1966
200
Directions ServedMaximum 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)
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking ReportExisting + Project Conditions: PM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB SB SB SBDirections Served T T T TR LT T TMaximum Queue (ft) 68 103 101 92 87 53 32Average Queue (ft) 26 69 66 56 51 24 795th Queue (ft) 76 107 105 102 85 57 29Link Distance (ft) 314 314 314 314 358 358 358Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NB NW NW NWT T TR L LT T T L LR R
386 361 316 122 184 146 110 193 235 200304 292 234 64 134 101 61 148 189 149436 422 371 126 193 152 114 216 257 223
1076 1076 1076 305 305 305 1891
200 550 4500
Directions ServedMaximum 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) 1
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SB SE SET T TR L LT T T L LR
270 239 153 223 250 222 201 264 286199 162 86 171 201 172 150 196 212280 252 169 251 281 245 213 301 321750 750 750 340 340 340 1966 1966
00
2005 12
Directions ServedMaximum 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) 33 40
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 10 10 100.0% 8.4 6.3 A
Through 570 582 102.1% 8.6 0.7 A
Right Turn 10 16 156.0% 3.3 1.8 A
Subtotal 590 608 103.0% 8.5 0.6 A
Left Turn
Through 250 261 104.5% 11.3 1.9 B
Right Turn 100 96 95.6% 8.0 3.0 A
Subtotal 350 357 101.9% 10.4 2.0 B
Left Turn 20 18 92.0% 24.1 6.7 C
Through 200 197 98.6% 15.8 3.2 B
Right Turn
Subtotal 220 216 98.0% 16.5 3.0 B
Total 1,160 1,180 101.7% 10.7 0.7 B
24.1
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 90 89 99.1% 12.1 1.7 B
Through 650 615 94.6% 10.4 0.7 B
Right Turn 40 36 90.0% 8.0 1.4 A
Subtotal 780 740 94.9% 10.5 0.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 29 97.3% 4.6 1.2 A
Through 230 249 108.3% 3.7 0.7 A
Right Turn
Subtotal 260 278 107.1% 3.8 0.6 A
Left Turn
Through 130 126 97.2% 20.0 2.2 B
Right Turn 70 56 80.6% 15.7 3.0 B
Subtotal 200 183 91.4% 18.6 2.6 B
Total 1,240 1,201 96.9% 10.2 0.4 B
20.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 180 168 93.6% 16.9 2.2 B
Through 440 446 101.5% 14.0 1.6 B
Right Turn
Subtotal 620 615 99.2% 14.8 1.6 B
Left Turn
Through 210 218 103.8% 4.1 0.6 A
Right Turn 60 65 108.7% 2.2 0.9 A
Subtotal 270 283 104.9% 3.7 0.6 A
Left Turn 80 84 104.5% 16.4 3.7 B
Through 200 187 93.4% 12.7 1.7 B
Right Turn
Subtotal 280 270 96.6% 13.8 2.3 B
Total 1,170 1,168 99.9% 11.9 0.7 B
16.9
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 190 192 101.3% 14.9 2.2 B
Through 790 797 100.9% 12.3 1.7 B
Right Turn 10 9 88.0% 7.3 6.1 A
Subtotal 990 998 100.8% 12.8 1.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 80 80 100.5% 18.4 4.1 B
Through 310 309 99.6% 17.6 2.7 B
Right Turn
Subtotal 390 389 99.8% 17.7 2.4 B
Left Turn
Through 90 81 90.2% 8.8 1.7 A
Right Turn 60 62 103.3% 4.5 1.5 A
Subtotal 150 143 95.5% 6.9 1.2 A
Total 1,530 1,530 100.0% 13.5 0.9 B
18.4
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
19.0
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 710 666 93.9% 7.5 0.5 A
Right Turn 90 90 100.4% 6.9 1.1 A
Subtotal 800 757 94.6% 7.4 0.5 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 70 75 106.9% 10.4 1.1 B
Through 130 117 90.2% 15.0 1.7 B
Right Turn
Subtotal 200 192 96.0% 13.2 1.3 B
Left Turn
Through
Right Turn
Subtotal
Total 1,000 949 94.9% 8.6 0.4 A
15.0
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
Intersection 11 7th St/O St Uncontrolled
Demand
Direction Movement Volume (vph) Average Percent
Total Delay (sec/veh)
Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 200 188 94.2% 4.3 1.8 A
Through 560 581 103.7% 3.0 0.9 A
Right Turn
Subtotal 760 769 101.2% 3.3 1.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 760 769 101.2% 3.3 1.1 A
Served Volume (vph)
NB
SB
EB
WB
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 20 20 98.0% 3.1 1.2 A
Through 10 13 128.0% 1.1 1.3 A
Right Turn 90 97 107.6% 0.8 0.3 A
Subtotal 120 129 107.7% 1.2 0.4 A
Left Turn 10 10 104.0% 3.2 2.8 A
Through 70 79 112.6% 1.0 0.4 A
Right Turn 10 8 80.0% 0.5 0.5 A
Subtotal 90 97 108.0% 1.3 0.7 A
Left Turn 10 10 100.0% 5.9 2.9 A
Through 10 9 92.0% 5.4 1.9 A
Right Turn 10 9 92.0% 4.0 2.1 A
Subtotal 30 28 94.7% 5.3 1.7 A
Left Turn 60 60 100.7% 6.3 1.7 A
Through 10 12 124.0% 5.7 2.2 A
Right Turn 30 32 105.3% 3.6 0.7 A
Subtotal 100 104 104.4% 5.5 1.2 A
Total 340 359 105.6% 2.8 0.4 A
6.3
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 31 104.0% 4.2 4.3 A
Through 520 517 99.4% 3.5 2.0 A
Right Turn 10 7 68.0% 0.2 0.3 A
Subtotal 560 555 99.1% 3.5 1.9 A
Left Turn
Through
Right Turn 10 7 72.0% 5.2 3.0 A
Subtotal 10 7 72.0% 5.2 3.0 A
Left Turn 30 26 85.3% 9.3 3.1 A
Through
Right Turn
Subtotal 30 26 85.3% 9.3 3.1 A
Total 600 588 97.9% 3.7 1.8 A
9.3
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 70 70 100.0% 1.0 0.5 A
Through 780 730 93.5% 1.2 0.2 A
Right Turn
Subtotal 850 800 94.1% 1.2 0.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 21 104.0% 7.7 6.1 A
Through
Right Turn
Subtotal 20 21 104.0% 7.7 6.1 A
Left Turn
Through
Right Turn
Subtotal
Total 870 820 94.3% 1.4 0.4 A
7.7
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 240 250 104.2% 11.8 1.9 B
Right Turn 270 251 92.9% 6.3 1.1 A
Subtotal 510 501 98.2% 9.0 1.4 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 70 68 96.6% 8.4 2.0 A
Through 1,010 985 97.5% 9.4 0.5 A
Right Turn
Subtotal 1,080 1,052 97.4% 9.4 0.5 A
Total 1,590 1,553 97.7% 9.3 0.6 A
11.8
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 190 179 94.1% 17.4 3.2 B
Through
Right Turn
Subtotal 190 179 94.1% 17.4 3.2 B
Left Turn
Through 360 352 97.9% 33.5 4.0 C
Right Turn 200 194 97.2% 14.1 2.1 B
Subtotal 560 547 97.6% 26.6 3.7 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 110 100 90.9% 33.0 6.9 C
Through 880 874 99.4% 28.6 2.2 C
Right Turn
Subtotal 990 974 98.4% 29.0 2.5 C
Total 1,740 1,700 97.7% 27.1 1.5 C
33.5
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 80 68 85.5% 21.6 7.9 C
Through 460 419 91.0% 21.4 6.7 C
Right Turn
Subtotal 540 487 90.2% 21.5 6.7 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 24 122.0% 5.5 3.8 A
Through 910 900 98.9% 7.1 0.7 A
Right Turn 390 378 96.9% 12.9 2.7 B
Subtotal 1,320 1,303 98.7% 8.8 0.9 A
Total 1,860 1,790 96.2% 12.3 2.1 B
21.6
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 580 612 105.6% 17.5 1.5 B
Right Turn 210 210 100.0% 20.6 4.7 C
Subtotal 790 822 104.1% 18.3 2.2 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 90 84 92.9% 18.3 4.4 B
Through 1,110 1,089 98.1% 20.1 6.9 C
Right Turn
Subtotal 1,200 1,173 97.7% 20.0 6.7 B
Total 1,990 1,995 100.3% 19.4 4.3 B
20.6
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 50 44 88.8% 13.2 3.6 B
Through 140 140 100.3% 12.4 2.1 B
Right Turn
Subtotal 190 185 97.3% 12.5 1.8 B
Left Turn
Through 30 29 96.0% 17.9 4.4 B
Right Turn 70 68 96.6% 11.4 2.3 B
Subtotal 100 96 96.4% 13.3 2.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 50 44 88.8% 11.0 1.7 B
Through 940 912 97.0% 11.1 0.6 B
Right Turn 90 83 92.0% 8.4 1.5 A
Subtotal 1,080 1,039 96.2% 10.8 0.6 B
Total 1,370 1,320 96.4% 11.3 0.6 B
17.9
Served Volume (vph)
EB
WB
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 60 57 94.7% 32.9 15.3 D
Through 100 96 96.4% 40.2 13.4 E
Right Turn
Subtotal 160 153 95.8% 37.6 12.8 E
Left Turn
Through 80 93 116.5% 28.4 9.5 D
Right Turn 40 38 94.0% 18.5 9.7 C
Subtotal 120 131 109.0% 25.6 9.6 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 29 97.3% 1.5 0.9 A
Through 980 950 97.0% 1.8 0.4 A
Right Turn 230 244 106.1% 2.2 0.7 A
Subtotal 1,240 1,224 98.7% 1.9 0.5 A
Total 1,520 1,508 99.2% 7.7 2.4 A
40.2
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn 20 25 124.0% 9.4 3.7 A
Subtotal 20 25 124.0% 9.4 3.7 A
Left Turn 200 210 105.0% 27.4 11.6 C
Through 110 113 102.9% 23.2 2.9 C
Right Turn
Subtotal 310 323 104.3% 26.2 8.4 C
Left Turn
Through 2,970 2,808 94.5% 29.9 1.7 C
Right Turn 470 421 89.5% 31.1 2.1 C
Subtotal 3,440 3,229 93.9% 30.1 1.8 C
Left Turn
Through
Right Turn
Subtotal
Total 3,770 3,577 94.9% 29.6 1.8 C
31.1
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
23.4
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 260 237 91.1% 88.3 25.3 F
Right Turn 10 10 104.0% 79.2 38.5 E
Subtotal 270 247 91.6% 88.0 25.6 F
Left Turn
Through 20 22 110.0% 31.2 20.8 C
Right Turn
Subtotal 20 22 110.0% 31.2 20.8 C
Left Turn 280 248 88.6% 20.0 4.8 B
Through 1,980 1,739 87.8% 23.7 5.7 C
Right Turn 110 97 88.0% 12.7 3.9 B
Subtotal 2,370 2,084 87.9% 22.8 5.5 C
Left Turn
Through
Right Turn
Subtotal
Total 2,660 2,353 88.5% 29.7 6.8 C
88.3
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
Intersection 24 7th St/Q St Signal
Demand
Direction Movement Volume (vph) Average Percent
Total Delay (sec/veh)
Average Std. Dev. LOS
Left Turn
Through 80 80 100.5% 18.8 4.0 B
Right Turn
Subtotal 80 80 100.5% 18.8 4.0 B
Left Turn 260 249 95.7% 38.1 5.2 D
Through 210 200 95.0% 32.4 2.9 C
Right Turn
Subtotal 470 448 95.4% 35.5 3.9 D
Left Turn 110 104 94.9% 62.7 23.9 E
Through 2,130 1,877 88.1% 58.8 19.7 E
Right Turn 10 13 132.0% 42.4 19.3 D
Subtotal 2,250 1,995 88.7% 58.9 19.8 E
Left Turn
Through
Right Turn
Subtotal
Total 2,800 2,524 90.1% 53.4 15.6 D
62.7
Served Volume (vph)
NB
SB
EB
WB
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 170 166 97.4% 16.9 4.8 B
Through 500 531 106.2% 14.7 1.2 B
Right Turn
Subtotal 670 697 104.0% 15.1 1.8 B
Left Turn
Through 1,680 1,464 87.1% 21.6 1.3 C
Right Turn 310 275 88.6% 7.4 1.1 A
Subtotal 1,990 1,738 87.4% 19.4 1.3 B
Left Turn
Through
Right Turn
Subtotal
Total 2,660 2,435 91.5% 18.2 1.2 B
21.6
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 1,200 1,109 92.4% 80.5 20.1 F
Right Turn 170 156 92.0% 89.0 18.5 F
Subtotal 1,370 1,266 92.4% 81.5 19.9 F
Left Turn
Through
Right Turn
Subtotal
Left Turn 420 352 83.9% 26.0 0.9 C
Through 1,430 1,277 89.3% 25.0 0.5 C
Right Turn
Subtotal 1,850 1,629 88.1% 25.2 0.5 C
Left Turn
Through
Right Turn
Subtotal
Total 3,220 2,895 89.9% 49.9 8.9 D
89.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 20 15 74.0% 22.1 22.4 C
Through 290 298 102.8% 11.7 11.9 B
Right Turn 10 10 100.0% 8.8 13.5 A
Subtotal 320 323 100.9% 12.0 12.0 B
Left Turn 60 50 84.0% 6.4 4.6 A
Through 10 9 92.0% 0.7 1.1 A
Right Turn 10 9 92.0% 2.2 4.5 A
Subtotal 80 69 86.0% 5.1 3.8 A
Left Turn 10 10 104.0% 11.9 13.3 B
Through 60 55 91.3% 14.8 9.9 B
Right Turn 10 12 116.0% 5.6 3.8 A
Subtotal 80 77 96.0% 13.3 8.5 B
Left Turn
Through 40 35 87.0% 17.5 11.3 C
Right Turn 60 60 100.0% 14.3 9.5 B
Subtotal 100 95 94.8% 15.5 9.2 C
Total 580 563 97.1% 12.2 8.1 B
22.1
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 40 38 96.0% 0.3 0.4 A
Through 670 660 98.5% 0.6 0.2 A
Right Turn 30 33 110.7% 0.6 0.4 A
Subtotal 740 732 98.9% 0.6 0.1 A
Left Turn
Through 30 28 93.3% 11.3 3.7 B
Right Turn 100 87 86.8% 7.6 2.1 A
Subtotal 130 115 88.3% 8.6 2.4 A
Left Turn 10 11 112.0% 4.7 0.9 A
Through 80 68 85.5% 9.6 1.3 A
Right Turn
Subtotal 90 80 88.4% 8.9 1.2 A
Total 960 926 96.5% 2.3 0.5 A
11.3
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 430 391 90.9% 54.9 21.5 D
Through 200 190 95.0% 12.6 1.3 B
Right Turn
Subtotal 630 581 92.2% 41.1 14.2 D
Left Turn
Through 220 231 104.9% 13.9 2.5 B
Right Turn 30 28 93.3% 11.7 8.1 B
Subtotal 250 259 103.5% 13.6 2.8 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 110 104 94.9% 18.6 3.7 B
Through 1,550 1,565 101.0% 20.5 1.4 C
Right Turn 90 84 93.8% 20.4 3.4 C
Subtotal 1,750 1,754 100.2% 20.5 1.3 C
Total 2,630 2,593 98.6% 24.4 3.4 C
54.9
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 420 438 104.2% 23.9 3.9 C
Right Turn 430 446 103.8% 21.8 1.7 C
Subtotal 850 884 104.0% 22.9 2.2 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 1,010 1,003 99.3% 9.1 1.4 A
Through 900 918 102.0% 14.6 1.7 B
Right Turn
Subtotal 1,910 1,920 100.5% 11.7 1.5 B
Total 2,760 2,804 101.6% 15.3 1.3 B
23.9
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 420 420 100.0% 27.4 5.3 C
Through 970 951 98.1% 30.6 2.3 C
Right Turn
Subtotal 1,390 1,371 98.6% 29.7 2.8 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 350 358 102.2% 39.0 3.1 D
Through
Right Turn 380 350 92.1% 36.3 4.8 D
Subtotal 730 708 96.9% 37.7 3.4 D
Left Turn
Through 1,140 1,124 98.6% 40.8 9.6 D
Right Turn 210 199 94.7% 32.9 8.7 C
Subtotal 1,350 1,323 98.0% 39.6 9.3 D
Total 3,470 3,402 98.0% 35.3 3.9 D
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 35 15th/X St‐US 50 EB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 270 272 100.7% 7.8 2.3 A
Through 180 196 108.7% 5.5 1.2 A
Right Turn
Subtotal 450 468 103.9% 6.9 1.6 A
Left Turn
Through 960 887 92.4% 34.3 4.8 C
Right Turn 40 34 86.0% 12.2 3.4 B
Subtotal 1,000 922 92.2% 33.5 4.9 C
Left Turn 880 887 100.8% 29.6 4.8 C
Through
Right Turn 70 75 106.9% 27.8 5.3 C
Subtotal 950 962 101.3% 29.4 4.7 C
Left Turn
Through
Right Turn
Subtotal
Total 2,400 2,351 98.0% 26.7 3.2 C
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (With O St)
Volume and Delay by Movement AM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 830 801 96.5% 20.2 1.1 C
Right Turn 260 244 93.8% 17.8 1.5 B
Subtotal 1,090 1,045 95.9% 19.6 1.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 810 774 95.5% 13.9 2.2 B
Through 1,290 1,292 100.2% 12.8 1.2 B
Right Turn 10 14 140.0% 9.4 4.7 A
Subtotal 2,110 2,080 98.6% 13.2 1.3 B
Left Turn
Through
Right Turn
Subtotal
Total 3,200 3,125 97.7% 15.4 0.8 B
20.2
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 22 73.3% 89.9 30.9 F
Through 1,040 921 88.6% 55.1 9.9 E
Right Turn 10 10 96.0% 6.6 4.8 A
Subtotal 1,080 953 88.2% 55.5 10.2 E
Left Turn
Through 370 365 98.6% 18.7 3.8 B
Right Turn 150 144 95.7% 17.0 3.4 B
Subtotal 520 508 97.8% 18.3 3.4 B
Left Turn 50 48 96.0% 46.6 18.4 D
Through 320 322 100.8% 34.8 12.1 C
Right Turn
Subtotal 370 370 100.1% 36.5 13.3 D
Total 1,970 1,832 93.0% 41.2 5.4 D
89.9
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 120 110 91.7% 14.8 2.2 B
Through 740 667 90.2% 12.5 0.6 B
Right Turn 40 43 108.0% 10.5 2.6 B
Subtotal 900 820 91.2% 12.7 0.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 70 66 94.3% 8.6 3.0 A
Through 330 324 98.2% 7.4 3.3 A
Right Turn
Subtotal 400 390 97.5% 7.6 3.2 A
Left Turn
Through 250 248 99.0% 20.8 1.5 C
Right Turn 80 80 100.0% 19.0 1.6 B
Subtotal 330 328 99.3% 20.4 1.3 C
Total 1,630 1,538 94.4% 13.1 1.1 B
20.8
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 190 192 100.8% 25.9 10.6 C
Through 790 752 95.1% 21.5 7.9 C
Right Turn
Subtotal 980 943 96.2% 22.5 8.4 C
Left Turn
Through 290 284 98.1% 4.2 1.7 A
Right Turn 80 82 102.0% 3.7 1.9 A
Subtotal 370 366 98.9% 4.1 1.7 A
Left Turn 100 106 106.4% 20.4 10.3 C
Through 330 324 98.1% 17.3 5.2 B
Right Turn
Subtotal 430 430 100.0% 18.1 6.2 B
Total 1,780 1,739 97.7% 17.5 5.8 B
25.9
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 250 246 98.2% 16.0 2.9 B
Through 700 698 99.8% 13.7 1.3 B
Right Turn 10 5 52.0% 3.8 5.4 A
Subtotal 960 949 98.9% 14.3 1.8 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 100 104 103.6% 28.1 9.3 C
Through 380 374 98.3% 27.9 9.4 C
Right Turn
Subtotal 480 477 99.4% 27.9 9.4 C
Left Turn
Through 180 190 105.3% 9.8 2.0 A
Right Turn 90 103 114.2% 6.8 1.4 A
Subtotal 270 292 108.3% 8.7 1.7 A
Total 1,710 1,719 100.5% 17.3 3.7 B
28.1
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
290.5
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 800 743 92.9% 9.2 0.6 A
Right Turn 110 95 86.2% 7.9 1.2 A
Subtotal 910 838 92.1% 9.0 0.6 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 100 78 77.6% 10.3 1.5 B
Through 180 141 78.2% 15.6 2.6 B
Right Turn
Subtotal 280 218 78.0% 13.7 2.1 B
Left Turn
Through
Right Turn
Subtotal
Total 1,190 1,056 88.8% 10.0 0.8 B
15.6
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 5/1/2017
Intersection 11 7th St/O St Uncontrolled
Demand
Direction Movement Volume (vph)
Served Volume (vph)
Average Percent
Total Delay (sec/veh)
Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 280 222 79.1% 32.1 7.3 D
Through 1,060 906 85.5% 24.1 4.8 C
Right Turn
Subtotal 1,340 1,128 84.1% 25.6 5.0 D
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 1,340 1,128 84.1% 25.6 5.0 D
NB
SB
EB
WB
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 10 10 104.0% 4.0 3.7 A
Through 40 48 121.0% 1.2 0.9 A
Right Turn 130 137 105.2% 0.7 0.3 A
Subtotal 180 196 108.7% 0.9 0.3 A
Left Turn 40 38 96.0% 3.4 1.0 A
Through 50 46 92.0% 0.9 0.4 A
Right Turn 10 8 76.0% 0.5 0.1 A
Subtotal 100 92 92.0% 2.0 0.7 A
Left Turn 10 9 92.0% 5.4 3.1 A
Through 10 6 56.0% 6.8 3.5 A
Right Turn 20 21 106.0% 3.8 1.3 A
Subtotal 40 36 90.0% 4.9 1.1 A
Left Turn 40 40 99.0% 7.3 2.1 A
Through 10 13 128.0% 7.6 5.8 A
Right Turn 20 20 100.0% 4.0 1.5 A
Subtotal 70 72 103.4% 6.3 1.7 A
Total 390 396 101.5% 2.5 0.8 A
7.6
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 20 68.0% 13.7 10.6 B
Through 1,020 893 87.5% 14.7 2.9 B
Right Turn 10 10 104.0% 1.4 3.1 A
Subtotal 1,060 924 87.1% 14.5 2.8 B
Left Turn
Through
Right Turn 20 22 110.0% 50.7 15.5 F
Subtotal 20 22 110.0% 50.7 15.5 F
Left Turn 90 80 89.3% 95.5 44.9 F
Through
Right Turn
Subtotal 90 80 89.3% 95.5 44.9 F
Total 1,170 1,026 87.7% 22.2 7.0 C
95.5
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 70 60 85.7% 1.2 0.3 A
Through 870 797 91.6% 1.5 0.3 A
Right Turn
Subtotal 940 857 91.1% 1.5 0.3 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 40 40 99.0% 9.3 4.3 A
Through
Right Turn
Subtotal 40 40 99.0% 9.3 4.3 A
Left Turn
Through
Right Turn
Subtotal
Total 980 896 91.5% 1.8 0.4 A
9.3
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 500 500 99.9% 32.2 5.4 C
Right Turn 900 882 98.0% 41.6 10.2 D
Subtotal 1,400 1,382 98.7% 38.3 8.0 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 80 78 98.0% 22.1 5.2 C
Through 2,240 1,967 87.8% 29.8 12.1 C
Right Turn
Subtotal 2,320 2,046 88.2% 29.5 11.8 C
Total 3,720 3,427 92.1% 33.0 9.0 C
41.6
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 260 248 95.4% 34.3 6.2 C
Through
Right Turn
Subtotal 260 248 95.4% 34.3 6.2 C
Left Turn
Through 820 682 83.2% 63.1 10.5 E
Right Turn 310 312 100.8% 49.9 8.4 D
Subtotal 1,130 995 88.0% 59.0 9.7 E
Left Turn
Through
Right Turn
Subtotal
Left Turn 90 75 83.6% 26.3 13.8 C
Through 1,260 1,037 82.3% 30.2 7.7 C
Right Turn
Subtotal 1,350 1,112 82.4% 29.9 7.7 C
Total 2,740 2,355 85.9% 42.7 4.6 D
63.1
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 80 83 104.0% 33.7 7.2 C
Through 480 448 93.4% 34.2 4.7 C
Right Turn
Subtotal 560 532 94.9% 34.1 4.7 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 20 100.0% 16.2 4.9 B
Through 1,270 1,050 82.7% 19.8 1.4 B
Right Turn 460 401 87.2% 25.0 1.9 C
Subtotal 1,750 1,472 84.1% 21.2 1.3 C
Total 2,310 2,003 86.7% 24.6 1.6 C
34.2
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,190 1,050 88.3% 50.5 2.5 D
Right Turn 280 244 87.0% 54.3 4.2 D
Subtotal 1,470 1,294 88.0% 51.3 2.5 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 220 195 88.5% 45.3 4.4 D
Through 1,470 1,237 84.1% 50.4 2.5 D
Right Turn
Subtotal 1,690 1,432 84.7% 49.7 2.4 D
Total 3,160 2,726 86.3% 50.4 1.4 D
54.3
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 60 46 77.3% 37.5 37.2 D
Through 90 83 92.4% 31.3 30.7 C
Right Turn
Subtotal 150 130 86.4% 33.8 32.8 C
Left Turn
Through 100 98 98.0% 28.9 13.9 C
Right Turn 200 153 76.6% 32.9 15.1 C
Subtotal 300 251 83.7% 31.3 14.1 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 16 80.0% 34.6 25.5 C
Through 1,060 963 90.8% 33.0 20.4 C
Right Turn 30 28 94.7% 34.7 19.3 C
Subtotal 1,110 1,007 90.7% 33.1 20.4 C
Total 1,560 1,388 89.0% 32.6 16.7 C
37.5
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Served Volume (vph)
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 20 22 112.0% 19.2 9.5 C
Through 50 58 116.0% 21.2 6.8 C
Right Turn
Subtotal 70 80 114.9% 20.7 6.9 C
Left Turn
Through 190 162 85.1% 32.5 8.0 D
Right Turn 170 156 91.8% 31.8 14.7 D
Subtotal 360 318 88.2% 32.2 11.0 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 40 39 98.0% 2.3 2.5 A
Through 920 898 97.7% 1.9 1.1 A
Right Turn 90 106 118.2% 1.4 0.8 A
Subtotal 1,050 1,044 99.4% 1.9 1.0 A
Total 1,480 1,442 97.4% 9.4 2.3 A
32.5
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn 20 21 106.0% 3.8 1.5 A
Subtotal 20 21 106.0% 3.8 1.5 A
Left Turn 220 224 102.0% 8.0 1.2 A
Through 360 351 97.6% 15.9 1.1 B
Right Turn
Subtotal 580 576 99.2% 12.8 0.8 B
Left Turn
Through 840 820 97.6% 28.3 1.9 C
Right Turn 280 262 93.4% 21.8 4.2 C
Subtotal 1,120 1,082 96.6% 26.7 2.0 C
Left Turn
Through
Right Turn
Subtotal
Total 1,720 1,678 97.6% 21.6 1.3 C
28.3
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
8.0
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 370 348 94.2% 28.8 8.3 C
Right Turn 50 60 120.0% 26.6 7.4 C
Subtotal 420 408 97.2% 28.5 8.1 C
Left Turn
Through 20 20 100.0% 5.5 4.5 A
Right Turn
Subtotal 20 20 100.0% 5.5 4.5 A
Left Turn 190 180 94.5% 24.9 11.5 C
Through 1,370 1,316 96.1% 21.1 5.3 C
Right Turn 130 118 91.1% 18.9 5.8 B
Subtotal 1,690 1,614 95.5% 21.4 5.9 C
Left Turn
Through
Right Turn
Subtotal
Total 2,130 2,042 95.9% 22.7 5.2 C
28.8
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
Intersection 24 7th St/Q St Signal
Demand
Direction Movement Volume (vph) Average Percent
Total Delay (sec/veh)
Average Std. Dev. LOS
Left Turn
Through 180 176 97.8% 8.8 2.8 A
Right Turn 10 11 112.0% 6.6 8.7 A
Subtotal 190 187 98.5% 8.7 2.5 A
Left Turn 390 335 85.8% 17.2 5.2 B
Through 520 425 81.8% 11.0 3.5 B
Right Turn
Subtotal 910 760 83.5% 13.7 4.3 B
Left Turn 80 78 97.0% 25.7 5.2 C
Through 1,290 1,271 98.5% 28.2 7.4 C
Right Turn 10 9 92.0% 31.4 21.7 C
Subtotal 1,380 1,358 98.4% 28.0 7.3 C
Left Turn
Through
Right Turn
Subtotal
Total 2,480 2,305 93.0% 21.7 5.1 C31.4
EB
WB
Served Volume (vph)
NB
SB
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 210 191 91.0% 20.9 3.3 C
Through 1,200 1,048 87.4% 23.8 3.9 C
Right Turn
Subtotal 1,410 1,240 87.9% 23.3 3.7 C
Left Turn
Through 980 967 98.7% 2.9 0.6 A
Right Turn 440 410 93.2% 13.7 6.9 B
Subtotal 1,420 1,377 97.0% 6.1 2.2 A
Left Turn
Through
Right Turn
Subtotal
Total 2,830 2,617 92.5% 14.3 2.6 B
23.8
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 860 848 98.6% 15.6 1.5 B
Right Turn 120 133 110.7% 10.6 1.9 B
Subtotal 980 980 100.0% 15.0 1.6 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 120 112 93.0% 14.7 1.2 B
Through 1,070 1,046 97.7% 17.2 0.9 B
Right Turn
Subtotal 1,190 1,157 97.2% 17.0 0.7 B
Left Turn
Through
Right Turn
Subtotal
Total 2,170 2,138 98.5% 16.1 0.8 B
17.2
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 10 8 76.0% 1.9 0.7 A
Through 250 257 102.9% 1.9 2.1 A
Right Turn 20 23 114.0% 0.9 2.1 A
Subtotal 280 288 102.7% 1.9 2.1 A
Left Turn 70 60 86.3% 11.2 10.9 B
Through 30 34 112.0% 4.5 7.0 A
Right Turn 10 6 64.0% 1.1 1.4 A
Subtotal 110 100 91.3% 8.4 8.7 A
Left Turn 10 10 100.0% 44.6 61.3 E
Through 80 74 92.5% 29.8 36.4 D
Right Turn 10 10 96.0% 8.3 12.1 A
Subtotal 100 94 93.6% 30.5 38.4 D
Left Turn
Through 60 54 89.3% 14.3 6.7 B
Right Turn 60 60 99.3% 10.2 2.8 B
Subtotal 120 113 94.3% 12.0 4.1 B
Total 610 595 97.5% 9.2 7.2 A
44.6
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 110 102 92.4% 1.3 0.8 A
Through 1,550 1,383 89.2% 1.4 0.3 A
Right Turn 20 14 70.0% 1.2 1.2 A
Subtotal 1,680 1,498 89.2% 1.4 0.3 A
Left Turn
Through 60 56 94.0% 102.9 46.7 F
Right Turn 120 112 93.0% 91.2 45.5 F
Subtotal 180 168 93.3% 95.5 45.7 F
Left Turn 40 40 100.0% 44.4 25.7 E
Through 80 80 100.5% 49.2 11.2 E
Right Turn
Subtotal 120 120 100.3% 47.3 15.2 E
Total 1,980 1,787 90.2% 13.5 5.4 B
102.9
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/1/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 240 202 84.2% 91.0 52.5 F
Through 190 186 98.1% 8.3 1.5 A
Right Turn
Subtotal 430 388 90.3% 50.9 27.3 D
Left Turn
Through 510 529 103.7% 20.6 7.6 C
Right Turn 110 108 98.2% 18.0 8.5 B
Subtotal 620 637 102.7% 20.1 7.7 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 240 218 90.7% 28.4 1.9 C
Through 1,590 1,457 91.6% 32.1 3.1 C
Right Turn 130 113 86.8% 36.4 4.6 D
Subtotal 1,960 1,788 91.2% 31.9 2.9 C
Total 3,010 2,813 93.4% 32.0 6.4 C
91.0
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,230 1,123 91.3% 91.8 24.9 F
Right Turn 740 680 91.8% 71.8 21.3 E
Subtotal 1,970 1,802 91.5% 84.4 23.5 F
Left Turn
Through
Right Turn
Subtotal
Left Turn 860 742 86.3% 24.0 1.0 C
Through 1,410 1,306 92.6% 27.5 1.1 C
Right Turn
Subtotal 2,270 2,048 90.2% 26.2 1.1 C
Total 4,240 3,850 90.8% 53.3 10.7 D
91.8
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/4/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 360 322 89.3% 37.9 7.9 D
Through 710 638 89.9% 32.2 1.7 C
Right Turn
Subtotal 1,070 960 89.7% 34.2 2.7 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 410 420 102.5% 79.8 9.1 E
Through
Right Turn 190 196 102.9% 51.3 4.2 D
Subtotal 600 616 102.7% 70.8 6.1 E
Left Turn
Through 1,500 1,291 86.1% 126.6 28.1 F
Right Turn 100 87 87.2% 100.4 22.5 F
Subtotal 1,600 1,378 86.2% 125.0 27.5 F
Total 3,270 2,954 90.3% 84.4 12.0 F
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 5/4/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 35 15th St/X St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 710 600 84.5% 61.5 7.0 E
Through 560 501 89.4% 57.7 5.5 E
Right Turn
Subtotal 1,270 1,100 86.6% 59.8 5.7 E
Left Turn
Through 850 894 105.2% 81.7 15.4 F
Right Turn 80 80 100.5% 55.3 11.6 E
Subtotal 930 974 104.8% 79.4 14.7 E
Left Turn 1,160 1,072 92.4% 84.4 35.8 F
Through
Right Turn 220 223 101.3% 77.1 34.0 E
Subtotal 1,380 1,295 93.9% 83.2 35.5 F
Left Turn
Through
Right Turn
Subtotal
Total 3,580 3,370 94.1% 74.4 13.0 E
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 5/4/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative No Project Conditions (with O Street project)
Volume and Delay by Movement PM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 520 494 94.9% 22.6 1.5 C
Right Turn 180 178 98.9% 18.8 3.2 B
Subtotal 700 672 95.9% 21.6 1.6 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 1,180 1,141 96.7% 11.4 1.2 B
Through 1,530 1,410 92.2% 12.4 0.8 B
Right Turn 10 11 112.0% 11.2 8.5 B
Subtotal 2,720 2,563 94.2% 12.0 0.8 B
Left Turn
Through
Right Turn
Subtotal
Total 3,420 3,234 94.6% 14.0 0.7 B
22.6
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 5/4/2017
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking Report Cumulative No Project (With O St Project) Conditions: AM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB NB SB SB SBDirections Served T T T TR R L T TMaximum Queue (ft) 356 483 477 443 38 180 61 42Average Queue (ft) 256 373 363 313 18 100 39 2295th Queue (ft) 398 529 562 513 47 183 68 54Link Distance (ft) 2254 2254 2087 2087 308 359 359 359Upstream Blk Time (%) 1 16 17 9Queuing Penalty (veh) 11 134 143 77Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Movement WB WB WB NB NB NB NW NW NWT T TR L T T L LR R
396 364 308 267 310 299 185 226 195302 273 230 205 242 233 140 182 142436 395 351 316 344 319 202 232 208
1079 1079 1079 310 310 19052 1
15 5200 550 45011 15
Directions ServedMaximum 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) 55 64
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SE SET T TR L LT T L LR
362 334 193 82 74 56 331 321291 244 108 38 51 28 241 222396 362 227 95 84 63 346 332749 749 749 354 354 1979 1979
200
Directions ServedMaximum 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: 34: 16th St & US 50 WB Off-Ramp & W St
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking Report Cumulative No Project Conditions (With O St Project): PM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB NB SB SB SBDirections Served T T T TR R L T TMaximum Queue (ft) 167 203 210 213 33 119 84 73Average Queue (ft) 100 129 131 140 14 65 51 4295th Queue (ft) 172 191 203 216 40 128 86 80Link Distance (ft) 320 320 320 320 308 359 359 359Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NW NW NWT T TR L T T L LR R
906 883 854 254 266 246 280 325 273667 657 618 170 171 173 206 261 188
1002 979 917 273 262 246 295 329 2831059 1059 1059 311 311 1043
1 0 0 1 04 1 0 5 0
200 550 45013 2
Directions ServedMaximum 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) 45 6
Movement EB EB EB SB SB SB SE SET T TR L LT T L LR
561 527 413 275 363 362 913 897457 407 303 269 336 324 788 757600 551 453 297 372 392 1194 1167749 749 749 353 353 1105 1105
0 777 80 45 51 35 23
20027 35
Directions ServedMaximum 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) 173 123
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 24 118.0% 15.6 8.0 B
Through 660 699 105.9% 17.6 8.4 B
Right Turn 50 37 74.4% 5.0 3.1 A
Subtotal 730 760 104.1% 17.0 7.7 B
Left Turn
Through 230 225 97.9% 10.7 1.6 B
Right Turn 60 66 110.0% 7.4 2.4 A
Subtotal 290 291 100.4% 10.0 1.6 B
Left Turn 20 16 82.0% 18.2 6.5 B
Through 200 204 102.2% 13.7 2.3 B
Right Turn
Subtotal 220 221 100.4% 14.0 2.2 B
Total 1,240 1,272 102.6% 14.9 4.6 B
18.2
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 100 106 106.0% 11.3 1.5 B
Through 590 560 94.9% 9.7 1.1 A
Right Turn 20 18 90.0% 7.8 2.0 A
Subtotal 710 684 96.3% 9.9 1.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 18 88.0% 8.1 3.5 A
Through 230 239 103.8% 3.4 0.6 A
Right Turn
Subtotal 250 256 102.6% 3.7 0.6 A
Left Turn
Through 120 113 94.3% 20.2 1.2 C
Right Turn 90 90 100.4% 16.3 1.6 B
Subtotal 210 204 97.0% 18.4 1.3 B
Total 1,170 1,144 97.8% 10.0 0.8 B
20.2
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 140 142 101.1% 14.9 1.9 B
Through 470 477 101.5% 13.3 1.1 B
Right Turn
Subtotal 610 619 101.4% 13.7 1.1 B
Left Turn
Through 190 196 103.2% 2.6 0.6 A
Right Turn 60 59 98.0% 2.2 0.8 A
Subtotal 250 255 101.9% 2.5 0.6 A
Left Turn 70 78 111.4% 15.3 2.0 B
Through 210 199 94.9% 12.7 2.2 B
Right Turn
Subtotal 280 277 99.0% 13.4 1.9 B
Total 1,140 1,151 100.9% 11.2 1.0 B
15.3
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 210 202 96.2% 15.8 3.0 B
Through 820 800 97.6% 13.3 1.6 B
Right Turn 110 124 112.7% 6.7 1.7 A
Subtotal 1,140 1,126 98.8% 13.0 1.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 90 96 107.1% 17.1 2.7 B
Through 240 236 98.3% 17.7 2.1 B
Right Turn
Subtotal 330 332 100.7% 17.5 1.9 B
Left Turn
Through 70 71 101.1% 7.4 1.5 A
Right Turn 70 68 97.1% 4.4 1.2 A
Subtotal 140 139 99.1% 5.9 0.8 A
Total 1,610 1,598 99.2% 13.4 1.2 B
17.7
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
82.2
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 640 614 95.9% 6.8 1.1 A
Right Turn 30 23 77.3% 5.7 1.8 A
Subtotal 670 637 95.1% 6.8 1.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 70 66 94.3% 10.6 1.2 B
Through 200 212 106.2% 15.0 1.4 B
Right Turn
Subtotal 270 278 103.1% 13.9 1.1 B
Left Turn
Through
Right Turn
Subtotal
Total 940 916 97.4% 9.0 0.6 A
15.0
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/3/2017
Intersection 11 7th St/O St Uncontrolled
Demand
Direction Movement Volume (vph) Average Percent
Total Delay (sec/veh)
Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 270 272 100.7% 7.5 4.8 A
Through 540 542 100.3% 6.6 3.8 A
Right Turn
Subtotal 810 814 100.4% 6.9 4.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 810 814 100.4% 6.9 4.1 A
Served Volume (vph)
NB
SB
EB
WB
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 20 18 92.0% 3.5 3.2 A
Through 10 14 144.0% 1.2 1.3 A
Right Turn 90 87 96.9% 0.7 0.6 A
Subtotal 120 120 100.0% 1.1 0.4 A
Left Turn 10 10 100.0% 2.0 1.2 A
Through 70 70 100.6% 0.7 0.3 A
Right Turn 10 8 76.0% 0.3 0.1 A
Subtotal 90 88 97.8% 0.8 0.4 A
Left Turn 10 9 88.0% 4.8 1.0 A
Through 10 9 88.0% 5.3 4.6 A
Right Turn 10 9 92.0% 4.5 5.1 A
Subtotal 30 27 89.3% 5.1 2.3 A
Left Turn 60 67 112.0% 6.7 1.4 A
Through 10 12 120.0% 6.1 2.7 A
Right Turn 30 30 98.7% 5.7 1.6 A
Subtotal 100 109 108.8% 6.3 1.1 A
Total 340 344 101.1% 3.0 0.4 A
6.7
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 31 104.0% 10.8 5.0 B
Through 500 524 104.9% 15.0 6.4 B
Right Turn 10 8 84.0% 0.4 0.5 A
Subtotal 540 564 104.4% 14.6 6.2 B
Left Turn
Through
Right Turn 10 10 104.0% 12.2 18.9 B
Subtotal 10 10 104.0% 12.2 18.9 B
Left Turn 10 6 60.0% 6.4 8.5 A
Through
Right Turn
Subtotal 10 6 60.0% 6.4 8.5 A
Total 560 580 103.6% 14.4 6.1 B
15.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 670 648 96.7% 0.9 0.1 A
Right Turn
Subtotal 670 648 96.7% 0.9 0.1 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 670 648 96.7% 0.9 0.1 A
0.9
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 260 249 95.8% 12.7 1.6 B
Right Turn 220 220 100.0% 5.8 1.2 A
Subtotal 480 469 97.8% 9.5 1.3 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 70 70 100.0% 7.8 1.3 A
Through 1,030 1,007 97.7% 10.0 0.4 A
Right Turn
Subtotal 1,100 1,077 97.9% 9.8 0.4 A
Total 1,580 1,546 97.8% 9.7 0.5 A
12.7
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 290 301 103.7% 24.3 5.5 C
Through
Right Turn
Subtotal 290 301 103.7% 24.3 5.5 C
Left Turn
Through 450 470 104.5% 64.1 23.2 E
Right Turn 70 66 93.7% 39.8 20.0 D
Subtotal 520 536 103.1% 61.1 22.7 E
Left Turn
Through
Right Turn
Subtotal
Left Turn 110 110 100.4% 31.8 6.2 C
Through 850 813 95.7% 28.8 1.3 C
Right Turn
Subtotal 960 924 96.2% 29.2 1.5 C
Total 1,770 1,760 99.5% 38.1 7.2 D
64.1
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 100 80 79.6% 18.6 5.0 B
Through 380 342 89.9% 18.7 4.0 B
Right Turn
Subtotal 480 421 87.8% 18.6 4.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 27 90.7% 5.7 3.3 A
Through 860 834 96.9% 5.3 0.6 A
Right Turn 290 310 106.9% 7.7 1.1 A
Subtotal 1,180 1,171 99.2% 5.9 0.7 A
Total 1,660 1,592 95.9% 9.3 1.5 A
18.7
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 600 615 102.5% 15.9 1.8 B
Right Turn 210 209 99.4% 16.4 6.2 B
Subtotal 810 824 101.7% 16.1 2.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 80 73 91.5% 15.4 2.4 B
Through 970 970 100.0% 15.0 2.1 B
Right Turn
Subtotal 1,050 1,044 99.4% 15.0 2.0 B
Total 1,860 1,867 100.4% 15.5 2.1 B
16.4
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 50 61 122.4% 12.9 2.5 B
Through 140 138 98.9% 10.5 1.4 B
Right Turn
Subtotal 190 200 105.1% 11.3 1.0 B
Left Turn
Through 40 33 83.0% 12.5 3.2 B
Right Turn 70 69 98.9% 10.1 1.6 B
Subtotal 110 102 93.1% 10.9 1.4 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 50 53 106.4% 11.8 2.4 B
Through 970 971 100.1% 11.8 0.4 B
Right Turn 90 100 110.7% 9.9 1.4 A
Subtotal 1,110 1,124 101.2% 11.6 0.4 B
Total 1,410 1,426 101.1% 11.5 0.3 B
12.9
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Served Volume (vph)
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 60 56 93.3% 44.8 28.0 E
Through 100 93 92.8% 54.6 36.7 F
Right Turn
Subtotal 160 149 93.0% 51.0 32.3 F
Left Turn
Through 90 91 100.9% 31.4 8.3 D
Right Turn 40 41 102.0% 17.7 9.4 C
Subtotal 130 132 101.2% 27.3 8.1 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 16 80.0% 0.9 0.9 A
Through 1,010 1,023 101.3% 1.9 0.3 A
Right Turn 230 243 105.6% 2.4 0.8 A
Subtotal 1,260 1,282 101.7% 2.0 0.3 A
Total 1,550 1,562 100.8% 9.0 3.8 A
54.6
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn 20 19 96.0% 9.4 5.7 A
Subtotal 20 19 96.0% 9.4 5.7 A
Left Turn 220 220 100.2% 28.4 6.9 C
Through 110 99 90.2% 23.0 3.5 C
Right Turn
Subtotal 330 320 96.8% 26.7 4.8 C
Left Turn
Through 2,990 2,838 94.9% 32.9 5.5 C
Right Turn 440 426 96.9% 36.3 6.8 D
Subtotal 3,430 3,264 95.2% 33.3 5.7 C
Left Turn
Through
Right Turn
Subtotal
Total 3,780 3,603 95.3% 32.7 5.4 C
36.3
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
11.9
Intersection 24 7th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 210 227 108.2% 20.5 2.7 C
Right Turn
Subtotal 210 227 108.2% 20.5 2.7 C
Left Turn 240 248 103.5% 44.9 9.4 D
Through 320 328 102.4% 33.9 4.3 C
Right Turn
Subtotal 560 576 102.9% 38.7 6.7 D
Left Turn 80 75 94.0% 50.8 27.6 D
Through 2,030 1,813 89.3% 51.2 29.2 D
Right Turn 150 138 91.7% 42.5 28.4 D
Subtotal 2,260 2,026 89.6% 50.6 29.0 D
Left Turn
Through
Right Turn
Subtotal
Total 3,030 2,829 93.4% 45.6 20.4 D
51.2
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour23.8
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 280 238 84.9% 108.9 46.1 F
Right Turn 20 20 102.0% 112.6 60.3 F
Subtotal 300 258 86.0% 109.1 47.2 F
Left Turn
Through 30 29 97.3% 27.7 9.8 C
Right Turn
Subtotal 30 29 97.3% 27.7 9.8 C
Left Turn 200 180 90.2% 20.9 3.7 C
Through 1,910 1,716 89.8% 23.9 4.7 C
Right Turn 110 98 89.1% 12.2 2.5 B
Subtotal 2,220 1,994 89.8% 23.1 4.5 C
Left Turn
Through
Right Turn
Subtotal
Total 2,550 2,281 89.5% 32.9 7.3 C
112.6
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 180 194 107.6% 20.5 4.3 C
Through 500 494 98.7% 14.7 1.5 B
Right Turn
Subtotal 680 687 101.1% 16.4 2.4 B
Left Turn
Through 1,650 1,462 88.6% 23.7 2.1 C
Right Turn 280 260 92.9% 8.0 1.0 A
Subtotal 1,930 1,722 89.2% 21.3 1.8 C
Left Turn
Through
Right Turn
Subtotal
Total 2,610 2,410 92.3% 19.9 1.6 B
23.7
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 1,190 1,100 92.4% 86.0 20.6 F
Right Turn 170 171 100.7% 90.4 23.0 F
Subtotal 1,360 1,271 93.4% 86.6 20.9 F
Left Turn
Through
Right Turn
Subtotal
Left Turn 410 382 93.3% 26.0 0.9 C
Through 1,420 1,271 89.5% 25.6 0.9 C
Right Turn
Subtotal 1,830 1,654 90.4% 25.7 0.7 C
Left Turn
Through
Right Turn
Subtotal
Total 3,190 2,924 91.7% 52.1 8.7 D
90.4
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 20 20 102.0% 26.3 32.3 D
Through 360 330 91.8% 31.8 33.0 D
Right Turn 10 6 56.0% 8.6 9.1 A
Subtotal 390 356 91.4% 31.4 33.0 D
Left Turn 140 115 82.0% 11.9 5.7 B
Through 10 11 108.0% 21.7 36.2 C
Right Turn 10 8 84.0% 3.1 3.0 A
Subtotal 160 134 83.8% 12.0 6.5 B
Left Turn 10 10 100.0% 17.5 20.0 C
Through 60 61 102.0% 38.6 31.7 E
Right Turn 10 10 100.0% 24.1 28.9 C
Subtotal 80 81 101.5% 34.9 27.3 D
Left Turn
Through 40 40 99.0% 79.6 89.4 F
Right Turn 100 75 74.8% 67.1 62.1 F
Subtotal 140 114 81.7% 72.7 74.6 F
Total 770 686 89.1% 35.3 34.9 E
79.6
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 30 30 101.3% 0.2 0.2 A
Through 650 619 95.2% 0.8 0.5 A
Right Turn 30 30 98.7% 3.8 6.7 A
Subtotal 710 679 95.6% 0.9 0.7 A
Left Turn
Through 40 34 84.0% 17.6 6.4 C
Right Turn 170 147 86.4% 15.1 6.7 C
Subtotal 210 180 85.9% 15.5 6.5 C
Left Turn 10 8 84.0% 26.1 38.4 D
Through 110 101 91.6% 23.4 24.8 C
Right Turn
Subtotal 120 109 91.0% 23.3 25.4 C
Total 1,040 968 93.1% 6.0 3.9 A
26.1
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 420 412 98.1% 80.1 25.9 F
Through 190 174 91.8% 12.5 1.5 B
Right Turn
Subtotal 610 586 96.1% 60.3 19.3 E
Left Turn
Through 220 226 102.9% 12.5 1.3 B
Right Turn 30 34 113.3% 7.9 3.5 A
Subtotal 250 260 104.2% 12.0 1.1 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 100 109 108.8% 19.9 1.8 B
Through 1,610 1,668 103.6% 21.8 2.3 C
Right Turn 100 106 105.6% 21.8 3.8 C
Subtotal 1,810 1,883 104.0% 21.7 2.2 C
Total 2,670 2,730 102.2% 28.9 4.6 C
80.1
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 430 440 102.3% 24.0 1.6 C
Right Turn 420 430 102.4% 20.7 1.3 C
Subtotal 850 870 102.4% 22.4 1.0 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 970 972 100.2% 8.3 1.2 A
Through 990 994 100.4% 14.7 1.2 B
Right Turn
Subtotal 1,960 1,966 100.3% 11.5 1.1 B
Total 2,810 2,836 100.9% 14.8 1.0 B
24.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 420 449 107.0% 29.9 3.9 C
Through 1,010 1,051 104.1% 36.0 5.8 D
Right Turn
Subtotal 1,430 1,500 104.9% 34.2 4.7 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 420 420 100.1% 40.9 3.7 D
Through
Right Turn 390 378 97.0% 40.6 6.6 D
Subtotal 810 799 98.6% 40.8 4.9 D
Left Turn
Through 1,120 1,091 97.4% 40.1 8.9 D
Right Turn 230 236 102.4% 38.3 9.8 D
Subtotal 1,350 1,327 98.3% 39.8 9.0 D
Total 3,590 3,626 101.0% 37.8 4.2 D
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 35 15th/X St‐US 50 EB Off‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 280 285 101.9% 17.6 9.1 B
Through 180 175 97.1% 4.7 1.2 A
Right Turn
Subtotal 460 460 100.0% 12.8 6.1 B
Left Turn
Through 940 970 103.1% 49.9 13.9 D
Right Turn 40 46 115.0% 19.2 7.7 B
Subtotal 980 1,016 103.6% 48.5 13.6 D
Left Turn 850 853 100.3% 34.7 12.4 C
Through
Right Turn 80 84 105.0% 29.8 9.3 C
Subtotal 930 937 100.7% 34.2 12.2 C
Left Turn
Through
Right Turn
Subtotal
Total 2,370 2,412 101.8% 36.3 9.9 D
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O St and P St)
Volume and Delay by Movement AM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 850 876 103.0% 21.5 2.1 C
Right Turn 230 215 93.4% 17.8 2.1 B
Subtotal 1,080 1,090 101.0% 20.8 2.0 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 790 810 102.5% 24.0 13.5 C
Through 1,270 1,306 102.8% 13.0 1.1 B
Right Turn 10 10 96.0% 13.5 4.8 B
Subtotal 2,070 2,126 102.7% 17.2 5.7 B
Left Turn
Through
Right Turn
Subtotal
Total 3,150 3,216 102.1% 18.4 4.2 B
24.0
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 1 7th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 70 44 63.4% 93.9 13.1 F
Through 1,090 809 74.2% 63.4 5.1 E
Right Turn 50 46 91.2% 8.2 1.8 A
Subtotal 1,210 899 74.3% 62.1 4.4 E
Left Turn
Through 310 286 92.4% 14.3 3.8 B
Right Turn 120 119 99.0% 11.2 3.7 B
Subtotal 430 405 94.2% 13.4 3.8 B
Left Turn 50 45 90.4% 36.8 12.3 D
Through 290 278 95.7% 27.4 4.6 C
Right Turn
Subtotal 340 323 94.9% 28.5 5.2 C
Total 1,980 1,627 82.2% 43.2 2.0 D
93.9
Intersection 2 8th/N St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 100 89 89.2% 14.9 1.3 B
Through 700 630 89.9% 12.2 0.5 B
Right Turn 20 18 90.0% 7.5 3.0 A
Subtotal 820 737 89.9% 12.4 0.4 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 80 73 91.0% 9.7 2.3 A
Through 300 265 88.4% 8.5 1.0 A
Right Turn
Subtotal 380 338 88.9% 8.8 1.0 A
Left Turn
Through 240 231 96.3% 20.0 1.8 B
Right Turn 120 104 87.0% 18.2 2.0 B
Subtotal 360 336 93.2% 19.5 1.5 B
Total 1,560 1,410 90.4% 13.3 0.5 B
20.0
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 3 9th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 160 158 99.0% 22.9 5.6 C
Through 810 815 100.6% 18.9 4.1 B
Right Turn
Subtotal 970 974 100.4% 19.6 4.3 B
Left Turn
Through 240 212 88.3% 3.2 1.4 A
Right Turn 80 72 90.5% 2.5 1.5 A
Subtotal 320 284 88.9% 3.1 1.4 A
Left Turn 100 94 93.6% 17.7 4.9 B
Through 360 330 91.8% 15.9 4.1 B
Right Turn
Subtotal 460 424 92.2% 16.3 4.3 B
Total 1,750 1,682 96.1% 16.0 2.5 B
22.9
Intersection 4 10th St/N St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 300 277 92.4% 19.7 2.5 B
Through 760 754 99.3% 17.1 1.3 B
Right Turn 120 126 104.7% 9.3 1.4 A
Subtotal 1,180 1,157 98.1% 16.9 1.3 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 90 73 81.3% 19.2 4.2 B
Through 310 296 95.4% 16.4 2.9 B
Right Turn
Subtotal 400 369 92.2% 17.0 2.9 B
Left Turn
Through 160 150 93.5% 8.0 0.9 A
Right Turn 80 90 112.5% 5.7 1.5 A
Subtotal 240 240 99.8% 7.1 0.5 A
Total 1,820 1,766 97.0% 15.6 0.9 B
19.7
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
233.6
Intersection 12 8th St/O St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 710 646 91.0% 9.0 0.4 A
Right Turn 30 30 100.0% 8.9 1.9 A
Subtotal 740 676 91.4% 9.0 0.4 A
Left Turn
Through
Right Turn
Subtotal
Left Turn 110 94 85.1% 11.0 2.8 B
Through 200 140 70.2% 13.9 1.4 B
Right Turn
Subtotal 310 234 75.5% 12.8 1.1 B
Left Turn
Through
Right Turn
Subtotal
Total 1,050 910 86.7% 10.0 0.6 A
13.9
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/3/2017
Intersection 11 7th St/O St Uncontrolled
Demand
Direction Movement Volume (vph) Average Percent
Total Delay (sec/veh)
Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 310 208 67.2% 30.4 7.0 D
Through 1,080 764 70.8% 26.8 4.9 D
Right Turn
Subtotal 1,390 973 70.0% 27.6 5.2 D
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 1,390 973 70.0% 27.6 5.2 D
Served Volume (vph)
NB
SB
EB
WB
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 14 13th St/O St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 10 10 96.0% 3.8 3.0 A
Through 40 43 108.0% 1.1 0.4 A
Right Turn 120 127 105.7% 0.7 0.3 A
Subtotal 170 180 105.6% 1.0 0.3 A
Left Turn 50 52 104.8% 2.9 0.9 A
Through 50 47 94.4% 0.9 0.5 A
Right Turn 10 13 132.0% 0.8 0.5 A
Subtotal 110 113 102.5% 1.8 0.5 A
Left Turn 10 10 96.0% 5.9 3.2 A
Through 10 10 96.0% 8.9 7.0 A
Right Turn 20 20 100.0% 4.9 2.2 A
Subtotal 40 39 98.0% 6.5 1.7 A
Left Turn 30 38 125.3% 7.1 2.2 A
Through 10 10 96.0% 6.0 3.6 A
Right Turn 20 20 98.0% 4.0 1.6 A
Subtotal 60 67 111.3% 6.1 1.8 A
Total 380 398 104.8% 2.6 0.6 A
8.9
Intersection 15 7th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 10 8 80.0% 19.1 15.2 C
Through 1,060 785 74.1% 16.2 2.0 C
Right Turn 10 8 80.0% 2.1 3.8 A
Subtotal 1,080 801 74.2% 16.1 1.9 C
Left Turn
Through
Right Turn 20 21 104.0% 30.4 37.8 D
Subtotal 20 21 104.0% 30.4 37.8 D
Left Turn 30 30 98.7% 25.9 13.7 D
Through
Right Turn
Subtotal 30 30 98.7% 25.9 13.7 D
Total 1,130 852 75.4% 16.8 2.4 C
30.4
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 16 8th St/Opera Alley Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 740 680 91.9% 1.3 0.2 A
Right Turn
Subtotal 740 680 91.9% 1.3 0.2 A
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Total 740 680 91.9% 1.3 0.2 A
1.3
Intersection 17 3rd St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 520 530 102.0% 33.0 9.0 C
Right Turn 900 881 97.9% 38.7 13.7 D
Subtotal 1,420 1,412 99.4% 36.6 11.8 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 80 72 89.5% 23.7 2.1 C
Through 2,270 2,033 89.6% 27.3 1.9 C
Right Turn
Subtotal 2,350 2,104 89.5% 27.2 1.9 C
Total 3,770 3,516 93.3% 31.0 4.8 C
38.7
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 18 7th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 410 369 90.0% 90.8 14.6 F
Through
Right Turn
Subtotal 410 369 90.0% 90.8 14.6 F
Left Turn
Through 940 681 72.4% 66.2 7.9 E
Right Turn 170 150 88.5% 54.7 5.9 D
Subtotal 1,110 831 74.9% 64.2 7.5 E
Left Turn
Through
Right Turn
Subtotal
Left Turn 80 76 95.0% 40.6 12.1 D
Through 1,270 1,126 88.6% 40.3 10.6 D
Right Turn
Subtotal 1,350 1,202 89.0% 40.2 10.6 D
Total 2,870 2,402 83.7% 56.4 5.9 E
90.8
Intersection 19 8th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 110 112 102.2% 36.0 6.4 D
Through 360 353 98.1% 34.8 3.6 C
Right Turn
Subtotal 470 466 99.1% 35.1 3.7 D
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 50 43 86.4% 21.8 4.9 C
Through 1,240 1,116 90.0% 20.5 1.7 C
Right Turn 380 328 86.3% 24.0 1.3 C
Subtotal 1,670 1,487 89.1% 21.3 1.5 C
Total 2,140 1,953 91.3% 24.6 1.6 C
36.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 20 9th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,140 1,074 94.2% 46.5 6.1 D
Right Turn 280 267 95.3% 48.9 6.7 D
Subtotal 1,420 1,340 94.4% 47.0 6.2 D
Left Turn
Through
Right Turn
Subtotal
Left Turn 210 189 90.1% 44.5 4.6 D
Through 1,390 1,222 87.9% 50.6 2.3 D
Right Turn
Subtotal 1,600 1,411 88.2% 49.8 2.1 D
Total 3,020 2,752 91.1% 48.4 2.8 D
50.6
Intersection 21 12th St/P St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 60 58 96.7% 24.1 13.1 C
Through 90 92 101.8% 16.8 8.4 B
Right Turn
Subtotal 150 150 99.7% 19.9 10.4 B
Left Turn
Through 90 84 93.8% 21.6 9.0 C
Right Turn 200 192 96.2% 22.8 10.4 C
Subtotal 290 277 95.4% 22.4 9.8 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 20 20 98.0% 11.3 3.5 B
Through 1,080 996 92.2% 22.8 20.7 C
Right Turn 30 28 94.7% 17.4 11.1 B
Subtotal 1,130 1,044 92.4% 22.7 20.6 C
Total 1,570 1,470 93.6% 22.3 16.6 C
24.1
NB
SB
EB
WB
Served Volume (vph)
NB
SB
Served Volume (vph)
EB
WB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 22 13th/P St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 20 20 98.0% 20.1 8.9 C
Through 40 48 121.0% 20.3 6.8 C
Right Turn
Subtotal 60 68 113.3% 20.5 6.5 C
Left Turn
Through 190 155 81.5% 26.4 7.4 D
Right Turn 160 137 85.8% 21.5 11.8 C
Subtotal 350 292 83.4% 24.1 9.5 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 40 44 111.0% 1.6 0.9 A
Through 950 931 98.0% 2.1 2.1 A
Right Turn 90 90 100.4% 2.2 3.2 A
Subtotal 1,080 1,066 98.7% 2.1 2.2 A
Total 1,490 1,426 95.7% 7.4 3.1 A
26.4
Intersection 23 3rd St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn 20 20 102.0% 4.2 1.8 A
Subtotal 20 20 102.0% 4.2 1.8 A
Left Turn 220 211 95.8% 8.9 2.4 A
Through 380 391 102.9% 17.9 2.0 B
Right Turn
Subtotal 600 602 100.3% 14.7 1.1 B
Left Turn
Through 920 912 99.2% 29.9 1.2 C
Right Turn 250 258 103.4% 21.6 3.2 C
Subtotal 1,170 1,171 100.1% 28.0 1.5 C
Left Turn
Through
Right Turn
Subtotal
Total 1,790 1,793 100.2% 23.3 0.8 C
29.9
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
9.5
Intersection 24 7th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 330 298 90.3% 47.3 32.9 D
Right Turn 10 9 92.0% 44.7 26.1 D
Subtotal 340 307 90.4% 47.3 32.7 D
Left Turn 370 285 77.1% 14.8 2.9 B
Through 650 471 72.5% 9.5 1.0 A
Right Turn
Subtotal 1,020 756 74.2% 11.5 1.4 B
Left Turn 80 72 90.0% 91.6 97.9 F
Through 1,220 1,117 91.5% 37.6 25.5 D
Right Turn 20 20 102.0% 29.6 23.0 C
Subtotal 1,320 1,209 91.6% 40.3 28.4 D
Left Turn
Through
Right Turn
Subtotal
Total 2,680 2,273 84.8% 31.4 18.0 C
91.6
EB
WB
Served Volume (vph)
NB
SB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour8.2
Intersection 25 8th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 350 358 102.4% 32.7 14.0 C
Right Turn 100 104 104.0% 30.7 15.5 C
Subtotal 450 462 102.8% 32.3 14.3 C
Left Turn
Through 50 42 83.2% 13.6 8.5 B
Right Turn
Subtotal 50 42 83.2% 13.6 8.5 B
Left Turn 120 98 81.7% 14.5 3.8 B
Through 1,340 1,188 88.7% 15.3 2.0 B
Right Turn 120 108 89.7% 14.1 4.5 B
Subtotal 1,580 1,394 88.2% 15.2 2.1 B
Left Turn
Through
Right Turn
Subtotal
Total 2,080 1,898 91.3% 19.4 4.5 B
32.7
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 26 9th St/Q St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 180 168 93.1% 18.7 4.1 B
Through 1,170 1,098 93.8% 22.4 3.6 C
Right Turn
Subtotal 1,350 1,265 93.7% 21.9 3.6 C
Left Turn
Through 990 906 91.5% 2.8 0.5 A
Right Turn 450 377 83.7% 9.1 3.1 A
Subtotal 1,440 1,282 89.1% 4.7 1.0 A
Left Turn
Through
Right Turn
Subtotal
Total 2,790 2,548 91.3% 13.3 2.0 B
22.4
Intersection 27 10th St/Q St‐I‐80 EB On‐ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 880 895 101.7% 15.5 1.2 B
Right Turn 100 104 103.6% 11.1 2.4 B
Subtotal 980 999 101.9% 15.0 1.2 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 100 80 79.6% 16.3 2.0 B
Through 1,070 995 93.0% 16.6 0.9 B
Right Turn
Subtotal 1,170 1,074 91.8% 16.6 0.9 B
Left Turn
Through
Right Turn
Subtotal
Total 2,150 2,073 96.4% 15.8 0.6 B
16.6
WB
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 30 8th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 10 8 76.0% 4.4 7.9 A
Through 260 267 102.8% 2.5 2.1 A
Right Turn 20 19 94.0% 8.0 8.6 A
Subtotal 290 294 101.2% 2.9 2.4 A
Left Turn 130 110 84.9% 26.0 22.6 D
Through 90 80 88.4% 18.4 18.9 C
Right Turn 10 11 112.0% 16.4 25.1 C
Subtotal 230 201 87.5% 22.4 20.9 C
Left Turn 10 10 96.0% 150.6 230.6 F
Through 60 39 65.3% 119.9 141.4 F
Right Turn 10 10 100.0% 90.2 99.0 F
Subtotal 80 59 73.5% 110.7 128.0 F
Left Turn
Through 60 67 112.0% 20.4 12.6 C
Right Turn 60 56 92.7% 14.1 9.9 B
Subtotal 120 123 102.3% 17.4 10.7 C
Total 720 676 93.9% 18.1 14.3 C
150.6
Intersection 31 9th St/R St Side‐street Stop
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 140 129 92.0% 0.6 0.2 A
Through 1,500 1,376 91.7% 1.1 0.2 A
Right Turn 20 16 80.0% 0.9 0.7 A
Subtotal 1,660 1,520 91.6% 1.1 0.2 A
Left Turn
Through 70 54 77.7% 151.3 73.0 F
Right Turn 160 136 85.0% 142.6 67.8 F
Subtotal 230 190 82.8% 145.3 69.1 F
Left Turn 40 36 90.0% 41.7 22.8 E
Through 90 96 107.1% 49.8 22.1 E
Right Turn
Subtotal 130 132 101.8% 48.0 21.0 E
Total 2,020 1,843 91.2% 19.0 7.8 C
151.3
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 32 11th/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 260 203 78.2% 182.6 82.4 F
Through 190 194 102.3% 11.1 4.7 B
Right Turn
Subtotal 450 398 88.4% 98.4 41.9 F
Left Turn
Through 550 574 104.4% 19.7 4.5 B
Right Turn 110 116 105.1% 18.9 6.5 B
Subtotal 660 690 104.5% 19.6 4.7 B
Left Turn
Through
Right Turn
Subtotal
Left Turn 230 231 100.5% 30.0 1.8 C
Through 1,590 1,460 91.8% 32.3 1.7 C
Right Turn 140 127 90.6% 35.4 4.3 D
Subtotal 1,960 1,818 92.8% 32.2 1.7 C
Total 3,070 2,906 94.7% 37.8 5.2 D
182.6
Intersection 33 15th St/W St/US 50 WB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through 1,210 1,137 94.0% 67.0 13.2 E
Right Turn 760 725 95.4% 47.9 10.1 D
Subtotal 1,970 1,862 94.5% 59.7 11.8 E
Left Turn
Through
Right Turn
Subtotal
Left Turn 840 757 90.1% 27.3 2.7 C
Through 1,350 1,225 90.7% 29.5 1.9 C
Right Turn
Subtotal 2,190 1,982 90.5% 28.7 2.1 C
Total 4,160 3,843 92.4% 43.6 4.9 D
67.0
Served Volume (vph)
NB
SB
EB
WB
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 34 16th St/W St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn 350 316 90.2% 34.9 7.7 C
Through 730 670 91.8% 32.3 1.5 C
Right Turn
Subtotal 1,080 986 91.3% 33.1 2.3 C
Left Turn
Through
Right Turn
Subtotal
Left Turn
Through
Right Turn
Subtotal
Left Turn 370 366 98.9% 65.1 11.4 E
Through
Right Turn 140 133 95.1% 49.5 6.4 D
Subtotal 510 499 97.9% 60.8 8.5 E
Left Turn
Through 1,470 1,294 88.0% 111.4 33.4 F
Right Turn 120 118 98.3% 81.5 25.9 F
Subtotal 1,590 1,412 88.8% 108.9 32.7 F
Total 3,180 2,896 91.1% 74.8 16.0 E
WB
Served Volume (vph)
NB
SB
WB
NW
Fehr & Peers 4/3/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 35 15th St/X St Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through
Right Turn
Subtotal
Left Turn 680 599 88.1% 64.5 3.3 E
Through 570 516 90.5% 60.7 4.3 E
Right Turn
Subtotal 1,250 1,115 89.2% 62.8 2.5 E
Left Turn
Through 860 870 101.1% 79.0 17.3 E
Right Turn 80 87 109.0% 54.7 16.2 D
Subtotal 940 957 101.8% 76.9 17.2 E
Left Turn 1,170 1,086 92.9% 90.6 31.2 F
Through
Right Turn 210 213 101.3% 86.8 31.1 F
Subtotal 1,380 1,299 94.1% 90.0 31.2 F
Left Turn
Through
Right Turn
Subtotal
Total 3,570 3,371 94.4% 77.5 12.1 E
WB
Served Volume (vph)
NB
SB
EB
SE
Fehr & Peers 4/5/2017
SimTraffic Post‐Processor DGS
Average Results from 10 Runs Cumulative Plus Project Conditions (O & P)
Volume and Delay by Movement PM Peak Hour
Intersection 36 16th St/X St/US 50 EB On‐Ramp Signal
Demand Total Delay (sec/veh)
Direction Movement Volume (vph) Average Percent Average Std. Dev. LOS
Left Turn
Through 510 492 96.5% 25.8 2.4 C
Right Turn 150 148 98.9% 20.9 4.9 C
Subtotal 660 640 97.0% 24.7 2.4 C
Left Turn
Through
Right Turn
Subtotal
Left Turn 1,160 1,111 95.8% 11.5 0.9 B
Through 1,530 1,419 92.7% 12.2 1.1 B
Right Turn 20 24 122.0% 10.2 3.5 B
Subtotal 2,710 2,554 94.2% 11.9 0.9 B
Left Turn
Through
Right Turn
Subtotal
Total 3,370 3,194 94.8% 14.5 1.1 B
25.8
Served Volume (vph)
NB
SB
EB
WB
Fehr & Peers 4/5/2017
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking Report Cumulative Plus Project Conditions (O&P): AM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB NB SB SB SBDirections Served T T T TR R L T TMaximum Queue (ft) 448 508 547 540 31 191 68 49Average Queue (ft) 307 395 419 398 13 112 38 1895th Queue (ft) 322 398 391 396 41 200 77 59Link Distance (ft) 2254 2254 2087 2087 308 359 359 359Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NW NW NWT T TR L T T L LR R
342 323 308 274 331 320 217 264 229264 246 224 236 280 270 156 201 160371 361 340 328 367 347 224 263 231
1079 1079 1079 310 310 19056 3
43 19200 550 45012 25
Directions ServedMaximum 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) 61 104
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SE SET T TR L T T L LR
453 418 279 182 78 78 345 304361 308 163 96 27 23 259 228510 478 339 210 97 89 382 350749 749 749 354 354 1979 1979
00
2002
Directions ServedMaximum 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) 2
DGS Office BuildingsFehr & Peers
SimTraffic Report
Queuing and Blocking ReportCumulative Plus Project Conditions (O&P): PM Peak Hour
Intersection: 23: 3rd St & Q St
Movement EB EB EB EB NB SB SB SBDirections Served T T T TR R L T TMaximum Queue (ft) 190 215 207 211 35 107 93 90Average Queue (ft) 118 154 150 154 12 58 59 5295th Queue (ft) 192 216 211 222 38 113 94 92Link Distance (ft) 320 320 320 320 308 359 359 359Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)
Intersection: 34: 16th St & US 50 WB Off-Ramp & W St
Movement WB WB WB NB NB NB NW NW NWT T TR L T T L LR R
903 868 755 218 249 242 225 277 222632 600 521 153 173 178 167 213 127
1015 969 849 239 249 243 252 295 2641079 1079 1079 311 311 1043
0 1 00 3 0
200 550 4505 3
Directions ServedMaximum 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) 19 12
Intersection: 35: 15th St & X St & US 50 EB Off-Ramp
Movement EB EB EB SB SB SB SE SET T TR L LT T L LR
530 475 364 275 377 374 948 908422 368 264 268 350 339 731 698568 512 401 292 392 399 1124 1088749 749 749 353 353 1295 1295
15 14 1 194 88 0 0
20031 38
Directions ServedMaximum 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) 194 128