View Report Attachment D — Oakland City Council, June 21, 2022

FILENAME: \\KITTELSON.COM\FS\H_PROJECTS\22\22521 - OAKLAND TRANSPORTATION ON-CALL 2018\22521.001 - 14TH STREET SAFE ROUTES\TASK 2 - EXISTING CONDITIONS ANALYSIS\MEMO\22521.001 14TH STREET OPERATIONS MEMO_FINAL.DOCX

MEMORANDUM
Date: October 25, 2019 Project #: 22521.001
To: Lily Brown, Oakland DOT
Planning & Project Development, OakDOT Great Streets Division CC: Patrick Gilster, Toole Design Group
From: Amy Lopez, RSP; Kevin Yost
Project: 14th Street: Safe Routes in the City
Subject: Operations Analysis Memo
Kittelson & Associates, Inc. (Kittelson) conducted a traffic operations study to analyze the build-out of the 14th Street: Safe Routes in the City project (project).

The 14th Street: Safe Routes in the City project extends along 14th Street between Brush Street and Oak Street-Lakeside Drive. The proposed improvements include reducing the number of vehicle lanes to reallocate right-of-way for bicyclists, pedestrians, and tr ansit vehicles. Namely, the project converts 14th Street from a four -lane, two-way undivided street to a two -lane, two-way undivided street. Kittelson performed traffic operations analysis to evaluate the effects of the project to motor vehicles during the weekday AM and PM peak hours.

Kittelson evaluated the intersection delay, volume-to-capacity (v/c) ratios, and queue lengths during weekday AM and PM peak hours to understand how traffic would operate after construction of the project. Kittelson previously conducted a traffic operations study for the 14 th Street project in 2016, which analyzed the roadway configuration proposed at that time. The results from that analysis were documented in the memo dated June 2, 2016.

Study Intersections and Methodology
Kittelson analyzed traffic operations for the intersections with the following cross streets:

1. Brush Street

2. Castro Street

3. Clay Street

4. Broadway

5. Franklin Street
14th Street Safety Project - Attachment D
14th Street: Safe Routes in the City Project #: 22521.001 October 25, 2019 Page 2
Kittelson & Associates, Inc. Oakland, California

6. Webster Street

7. Harrison Street

8. Madison Street

9. Lake Merritt Boulevard & Oak Street-Lakeside Drive
All study intersections are signalized. Signal timing and phasing for each intersection is assumed to have remained the same since 2016. Weekday AM and PM turning movement counts were collected 7:00-9:00 a.m. and 4 :00-6:00 p.m. on Wednesday, May 29th, 201 9. The counts included motor vehicles, bicyclists, and pedestrians at each intersection . Appendix A contains the traffic counts for the study intersections.

A traffic operations analysis was conducted for the weekday AM and PM peak hours. Kittelson used Synchro 10 software package to implement the Highway Capacity Manual (HCM) 2000 Edition methodology—consistent with the 2016 analysis —for calculating the following performance measures:
▪ Average intersection control delay (delay per vehicle) ▪ Intersection level of service (LOS)
▪ Intersection volume-to-capacity (v/c) ratio
▪ 50th percentile queues by approach
Assumptions within the analysis:

1. The frequency of on-street parking maneuvers is assumed to be the same in the existing and project conditions.

2. Bus service on 14th Street under the project condition will occur at 15 -minute headways in the weekday AM and PM peak hours.

3. Buses will stop in the through lane on 14th Street for passenger boarding and alighting.

4. Vehicles will not divert to alternative routes (i.e., the turning movement volumes at each intersection will be the same under existing and project conditions).

5. Signal timing for all study intersections would be updated as part of project implementation to optimize operations for motor vehicles and bicyclists tr aveling along the corridor while balancing time needed for pedestrians to cross 14th Street and the cross streets.

Results
All study intersections will continue to operate below capacity with the reduction in vehicle lanes.

Generally, v/c ratios are expect ed to be 0.70 or lower in the weekday AM and PM peak hours, indicating approximately 30% or more of unused capacity at the stud y intersections. Exceptions to 14th Street: Safe Routes in the City Project #: 22521.001 October 25, 2019 Page 3
Kittelson & Associates, Inc. Oakland, California
this occur during the AM peak hour at Broadway (v/c of 0.82) and at Harrison Street (v/c of 0. 89).

Furthermore, with the planned vehicle lane reduction, the level of service for all study intersections is expected to be LOS C or better in the weekday AM and PM peak hours.

Table 1 and Table 2 summarize the v/c ratios, average delay, and LOS for the stu dy intersections during the weekday AM and PM peak hours, respectively.

Appendix B contains the Synchro 10 output worksheets co ntaining additional detail on v/c ratios, intersection delay, and level of service.

Table 1: AM Peak Hour Results - Summary of V/C Ratios, Delay and Level of Service Intersection
Intersection V/C Ratio Delay (seconds) Level of Service Existing
Conditions Project1
Existing
Conditions Project
Existing
Conditions Project
Brush St/14th St 0.51 0.69 15.9 18.7 B B
Castro St/14th St 0.50 0.47 8.2 10.3 A B
Clay St/14th St 0.34 0.63 8.5 14.1 A B
Broadway/14th St 0.54 0.82 23.8 25.2 C C
Franklin St/14th St 0.35 0.70 7.0 23.5 A C
Webster St/14th St 0.24 0.40 8.0 9.1 A A
Harrison St/14th St 0.59 0.89 13.6 21.3 B C
Madison St/14th St 0.35 0.62 11.2 14.4 B B
Oak St-Lakeside Dr/14th St 0.42 0.63 19.1 20.7 B C
Source: Kittelson & Associates, Inc., 2019
1 Project assumes signal phasing optimization.

14th Street: Safe Routes in the City Project #: 22521.001 October 25, 2019 Page 4
Kittelson & Associates, Inc. Oakland, California
Table 2: PM Peak Hour Results – Summary of V/C Ratios, Delay and Level of Service Intersection
Intersection V/C Ratio Delay (seconds/veh) Level of Service Existing
Conditions Project1
Existing
Conditions Project
Existing
Conditions Project
Brush St/14th St 0.32 0.50 11.0 11.9 B B
Castro St/14th St 0.48 0.42 9.9 9.4 A A
Clay St/14th St 0.34 0.63 12.2 17.7 B B
Broadway/14th St 0.56 0.67 17.5 19.7 B B
Franklin St/14th St 0.32 0.59 5.5 12.2 A B
Webster St/14th St 0.36 0.50 11.2 14.3 B B
Harrison St/14th St 0.46 0.68 15.8 20.2 B C
Madison St/14th St 0.33 0.54 17.9 19.4 B B
Oak St-Lakeside Dr/14th St 0.41 0.66 20.2 28.0 C C
Source: Kittelson & Associates, Inc., 2019
1 Project assumes signal phasing optimization.

Queueing
The analysis conducted in 2016 included an evaluation of queue lengths by intersection approach to inform where turn lanes are appropriate . Kittelson updated the queue analysis to confirm where exclusive turn lanes should be provided based on current turning movement volumes and pedestrian crossing volumes. The project now includes exclusive turn lanes at the following locations:

Eastbound left-turn lanes
▪ Castro Street
Eastbound right-turn lanes
▪ Brush Street
▪ Broadway
▪ Webster Street
Westbound left-turn lanes
▪ Brush Street
Westbound right-turn lanes
▪ Castro Street
▪ Oak Street-Lakeside Drive
Figures 1 through 4 illustrate the 50th percentile queue lengths. A 50th percentile queue represents the average queue length expected for an approach during a peak hour. Along 14th Street, the queue storage capacity for each intersection is considered the distance between the stop bar of a given approach and the near side of the nearest crosswalk at the upstream intersection. 14th Street: Safe Routes in the City Project #: 22521.001 October 25, 2019 Page 5
Kittelson & Associates, Inc. Oakland, California
AM Peak Hour. In the AM peak hour, Synchro software analysis of existing traffic volumes estimates 50th percentile queues will be less than the queue storage capacity for all intersections under existing conditions with the exception of Broadway and Madison Street. The 50th percentile queues at these intersections for westbound vehicles are expected to slightly exceed the length of the blocks.

Depending on driver behavior, a person could partially block the intersection at Franklin Street or at Oak Street-Lakeside Drive for a few seconds until traffic starts moving. However, it is more likely that a driver would wait at the previous intersection for the next green signal so that the queue along the block can begin to clear. Average queues along 14th Street in the morning peak hour generally are expected to be accommodated within the length of a block without spilling back to an upstream intersection.

PM Peak Hour. In the PM peak hour, Synchro software analysis of existing traffic volumes estimates 50th percentile queues are less than the queue storage capacity for all intersections under existing conditions. On average, queues along 14th Street during the evening peak hour are expected to be accommodated within the length of a block without spilling back to an upstream intersection.

Appendix C contains the Synchro 10 output worksheets containing additional details on 50th percentile queues.

Summary
The results from the operations analysis demonstrate traffic would continue to follow acceptably through the corridor with intersections op erating within the city’s standards during morning and evening commute periods. The study intersections are expected to operate at LOS C or better during AM and PM peak hours, and traffic volumes would remain within the capacity of the intersections.

Queue lengths at the study intersections are estimated to be less than the available storage capacity under existing conditions. With construction of the project, 50th percentile, or average queues, are expected to remain within available storage capacity when the project is constructed.

Castro St
Brush St
M.L.K Jr Way
14th St
2550
150175
25 100
75 125
50 50100
25 50
75 50
100125
2550
2550
505025
\\kittelson.com\fs\H_Projects\22\22521 - Oakland Transportation On-Call 2018\22521.001 - 14th Street Safe Routes\Task 2 - Existing Conditions Analysis\Figures\Queuing Figures\50th Percentile Queuing.dwg Jul 04, 2019 - 11:03am - lnguyen Layout Tab: 05 14th Street Safe Streets50th Percentile QueuesOakland, California 5 14th Street Safe Streets
Figure
SCALE0100200N
PM Build Conditions with Signal Timing Modifications
50th Percentile Queue (Feet)AM Build Conditions with Signal Timing ModificationsExisting AM ConditionsExisting PM Conditions 1 Clay St
Jefferson St
M.L.K Jr Way
25 200
12510014th St
25 75
175
50255050505050 50
75 50
\\kittelson.com\fs\H_Projects\22\22521 - Oakland Transportation On-Call 2018\22521.001 - 14th Street Safe Routes\Task 2 - Existing Conditions Analysis\Figures\Queuing Figures\50th Percentile Queuing.dwg Jul 04, 2019 - 11:02am - lnguyen Layout Tab: 06 14th Street Safe Streets50th Percentile QueuesOakland, California 6 14th Street Safe Streets
Figure
SCALE0100200N
PM Build Conditions with Signal Timing Modifications
50th Percentile Queue (Feet)AM Build Conditions with Signal Timing ModificationsExisting AM ConditionsExisting PM Conditions 2 Broadway
Franklin St
Webster St
Harrison St
175
325252550
75125
125
75100
50 7550
125
14th St
25 50
2525 100
200
25 125 275
150200
2550
25 10050 125
50 7575
50100100
50 25100
5025
50 2550
50 25
12550
275
25 125 25
50 200
50 \\kittelson.com\fs\H_Projects\22\22521 - Oakland Transportation On-Call 2018\22521.001 - 14th Street Safe Routes\Task 2 - Existing Conditions Analysis\Figures\Queuing Figures\50th Percentile Queuing.dwg Jul 04, 2019 - 11:02am - lnguyen Layout Tab: 07 14th Street Safe Streets50th Percentile QueuesOakland, California 7 14th Street Safe Streets
Figure
SCALE0100200N
PM Build Conditions with Signal Timing Modifications
50th Percentile Queue (Feet)AM Build Conditions with Signal Timing ModificationsExisting AM ConditionsExisting PM Conditions 3 250
Lakeside Dr
Madison St
Jackson St
25 5050
175
325
150
5075
25 125
150
25075
50 50
5050
14th St
14th St
2002525
100
75 50
\\kittelson.com\fs\H_Projects\22\22521 - Oakland Transportation On-Call 2018\22521.001 - 14th Street Safe Routes\Task 2 - Existing Conditions Analysis\Figures\Queuing Figures\50th Percentile Queuing.dwg Jul 04, 2019 - 11:01am - lnguyen Layout Tab: 08 14th Street Safe Streets50th Percentile QueuesOakland, California 8 14th Street Safe Streets
Figure
SCALE0100200N
PM Build Conditions with Signal Timing Modifications
50th Percentile Queue (Feet)AM Build Conditions with Signal Timing ModificationsExisting AM ConditionsExisting PM Conditions 4 Appendix A: Intersection Turning Volumes

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Brush St
-- 14th St
QC JOB #:

QC JOB #:
14998301
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
1149
0 326
476
347
926
0 0
642
401

0.93 0.93
600
477
76 42
748
0 0
0 594
0 Peak-Hour: 7:50 AM -- 8:50 AM
Peak-Hour: 7:50 AM -- 8:50 AM
Peak 15-Min: 8:20 AM -- 8:35 AM
Peak 15-Min: 8:20 AM -- 8:35 AM
2 0

2.8 2.5

0.6 3.8
0 0

4.2 5

4.3 5.9

10.5 2.4

2.9 0
0 0

3.5 0
38 9
0 31
0 3
1 0
0 32
13 0
0 0
0 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Brush St
Brush St
(Northbound)
(Northbound)
Brush St
Brush St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
0 0
0 0
23 19
22 0
0 13
6 0
1 18
0 0
102
7:05 AM
0 0
0 0
14 21
13 0
0 15
6 0
2 21
0 0
92 7:10 AM
0 0
0 0
22 20
14 0
0 18
2 0
2 19
0 0
97 7:15 AM
0 0
0 0
20 17
10 0
0 13
2 0
3 22
0 0
87 7:20 AM
0 0
0 0
20 28
11 0
0 21
5 0
2 37
0 0
124
7:25 AM
0 0
0 0
19 23
13 0
0 16
3 0
4 30
0 0
108
7:30 AM
0 0
0 0
16 24
14 0
0 27
4 0
3 37
0 0
125
7:35 AM
0 0
0 0
28 25
11 0
0 31
4 0
2 42
0 0
143
7:40 AM
0 0
0 0
28 28
14 0
0 25
2 0
4 45
0 0
146
7:45 AM
0 0
0 0
28 30
12 0
0 29
3 0
7 51
0 0
160
7:50 AM
0 0
0 0
22 30
16 0
0 32
5 0
2 47
0 0
154
7:55 AM
0 0
0 0
23 36
30 0
0 34
2 0
5 50
0 0
180
1518
8:00 AM
0 0
0 0
26 36
19 0
0 26
10 0
3 57
0 0
177
1593
8:05 AM
0 0
0 0
28 33
23 0
0 42
4 0
8 57
0 0
195
1696
8:10 AM
0 0
0 0
30 40
13 0
0 39
11 0
6 43
0 0
182
1781
8:15 AM
0 0
0 0
23 33
24 0
0 40
3 0
1 62
0 0
186
1880
8:20 AM
0 0
0 0
44 42
24 0
0 34
8 0
4 46
0 0
202
1958
8:25 AM
0 0
0 0
38 48
42 0
0 37
4 0
0 50
0 0
219
2069
8:30 AM
0 0
0 0
26 43
36 0
0 27
7 0
2 49
0 0
190
2134
8:35 AM
0 0
0 0
28 43
32 0
0 32
5 0
4 55
0 0
199
2190
8:40 AM
0 0
0 0
31 43
41 0
0 30
10 0
5 38
0 0
198
2242
8:45 AM
0 0
0 0
28 49
26 0
0 28
7 0
2 46
0 0
186
2268
8:50 AM
0 0
0 0
25 39
24 0
0 26
6 0
4 29
0 0
153
2267
8:55 AM
0 0
0 0
39 35
20 0
0 25
9 0
8 34
0 0
170
2257
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 0
0 0
432
532
408
0 0
392
76 0
24 580
0 0
2444
Heavy Trucks
0 0
0 0
8 12
0 0
0 0
16 0
36 Pedestrians
28 36
4 0
68 Bicycles
0 0
0 1
1 0
0 6
0 0
4 0
12 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Brush St
-- 14th St
QC JOB #:

QC JOB #:
14998302
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
594
0 137
285
172
437
0 0
347
558

0.93 0.93
300
700
142
47 730
0 0
0 474
0 Peak-Hour: 4:50 PM -- 5:50 PM
Peak-Hour: 4:50 PM -- 5:50 PM
Peak 15-Min: 5:05 PM -- 5:20 PM
Peak 15-Min: 5:05 PM -- 5:20 PM

1.5 0

1.5 2.1

0.6 1.6
0 0
2 1.6

1.7 1.7

2.1 4.3

1.4 0
0 0

2.3 0
63 13
0 53
0 0
0 0
0 16
41 1
0 0
0 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Brush St
Brush St
(Northbound)
(Northbound)
Brush St
Brush St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
0 0
0 0
12 15
10 0
0 33
6 0
6 30
0 0
112
4:05 PM
0 0
0 0
15 17
11 0
0 28
6 0
6 16
0 0
99 4:10 PM
0 0
0 0
6 27
17 0
0 24
20 0
4 23
0 0
121
4:15 PM
0 0
0 0
15 17
10 0
0 36
8 0
0 17
0 0
103
4:20 PM
0 0
0 0
10 21
17 0
0 34
7 0
3 15
0 0
107
4:25 PM
0 0
0 0
10 12
6 0
0 42
13 0
2 18
0 0
103
4:30 PM
0 0
0 0
12 16
9 0
0 44
10 0
3 24
0 0
118
4:35 PM
0 0
0 0
19 18
13 0
0 46
6 0
4 21
0 0
127
4:40 PM
0 0
0 0
9 19
12 0
0 47
9 0
2 23
0 0
121
4:45 PM
0 0
0 0
11 24
11 0
0 43
10 0
2 26
0 0
127
4:50 PM
0 0
0 0
14 13
11 0
0 58
10 0
5 19
0 0
130
4:55 PM
0 0
0 0
13 26
12 0
0 62
11 0
4 25
0 0
153
1421
5:00 PM
0 0
0 0
14 24
8 0
0 42
10 0
2 28
0 0
128
1437
5:05 PM
0 0
0 0
8 23
14 0
0 42
12 0
7 31
0 0
137
1475
5:10 PM
0 0
0 0
15 25
11 0
0 50
22 0
2 32
0 0
157
1511
5:15 PM
0 0
0 0
13 23
11 0
0 51
14 0
2 34
0 0
148
1556
5:20 PM
0 0
0 0
12 17
12 0
0 40
10 0
4 22
0 0
117
1566
5:25 PM
0 0
0 0
14 31
11 0
0 44
9 0
4 19
0 0
132
1595
5:30 PM
0 0
0 0
12 22
14 0
0 26
11 0
3 20
0 0
108
1585
5:35 PM
0 0
0 0
26 30
9 0
0 43
12 0
5 23
0 0
148
1606
5:40 PM
0 0
0 0
15 22
7 0
0 46
7 0
5 30
0 0
132
1617
5:45 PM
0 0
0 0
16 29
17 0
0 54
14 0
4 17
0 0
151
1641
5:50 PM
0 0
0 0
14 26
14 0
0 38
14 0
4 18
0 0
128
1639
5:55 PM
0 0
0 0
21 23
18 0
0 36
9 0
8 25
0 0
140
1626
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 0
0 0
144
284
144
0 0
572
192
0 44
388
0 0
1768
Heavy Trucks
0 0
0 0
0 4
0 16
4 0
8 0
32 Pedestrians
92 68
24 0
184
Bicycles
0 0
0 0
0 0
0 6
0 0
12 0
18 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Castro St
-- 14th St
QC JOB #:

QC JOB #:
14998303
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
0 553
0 0
0 656
239
153
661
516

0.95 0.95
508
755
0 0
576
148
161
60 0
369
Peak-Hour: 7:45 AM -- 8:45 AM
Peak-Hour: 7:45 AM -- 8:45 AM
Peak 15-Min: 8:15 AM -- 8:30 AM
Peak 15-Min: 8:15 AM -- 8:30 AM
0 5.4
0 0
0 4.7

5.9 3.9

4.5 1.9

4.7 3.2
0 0

2.1 4.7

6.2 3.3
0 5.1
27 0
15 48
0 0
0 2
0 30
12 0
0 0
2 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Castro St
Castro St
(Northbound)
(Northbound)
Castro St
Castro St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
3 1
3 0
0 0
0 0
4 31
0 0
0 13
7 0
62 7:05 AM
9 8
2 0
0 0
0 0
11 20
0 0
0 15
6 0
71 7:10 AM
10 9
3 0
0 0
0 0
12 23
0 0
0 16
11 0
84 7:15 AM
11 3
2 0
0 0
0 0
6 33
0 0
0 11
9 0
75 7:20 AM
18 9
4 0
0 0
0 0
11 31
0 0
0 20
12 0
105
7:25 AM
16 6
2 0
0 0
0 0
8 23
0 0
0 22
9 0
86 7:30 AM
15 10
2 0
0 0
0 0
11 27
0 0
0 24
11 0
100
7:35 AM
19 7
1 0
0 0
0 0
17 45
0 0
0 30
12 0
131
7:40 AM
8 7
0 0
0 0
0 0
16 36
0 0
0 39
17 0
123
7:45 AM
16 17
0 0
0 0
0 0
15 40
0 0
0 39
12 0
139
7:50 AM
14 12
6 0
0 0
0 0
19 40
0 0
0 40
10 0
141
7:55 AM
9 10
1 0
0 0
0 0
22 35
0 0
0 49
14 0
140
1257
8:00 AM
11 15
4 0
0 0
0 0
12 43
0 0
0 42
11 0
138
1333
8:05 AM
11 11
4 0
0 0
0 0
32 37
0 0
0 56
13 0
164
1426
8:10 AM
7 15
6 0
0 0
0 0
21 39
0 0
0 54
8 0
150
1492
8:15 AM
9 11
8 0
0 0
0 0
25 47
0 0
0 40
12 0
152
1569
8:20 AM
14 13
6 0
0 0
0 0
24 55
0 0
0 40
13 0
165
1629
8:25 AM
12 17
5 0
0 0
0 0
21 50
0 0
0 40
10 0
155
1698
8:30 AM
12 8
3 0
0 0
0 0
15 41
0 0
0 41
15 0
135
1733
8:35 AM
17 18
12 0
0 0
0 0
14 46
0 0
0 35
15 0
157
1759
8:40 AM
16 14
5 0
0 0
0 0
19 43
0 0
0 32
20 0
149
1785
8:45 AM
15 15
5 0
0 0
0 0
18 38
0 0
0 29
11 0
131
1777
8:50 AM
9 10
3 0
0 0
0 0
32 38
0 0
0 30
19 0
141
1777
8:55 AM
13 19
4 0
0 0
0 0
13 48
0 0
0 23
14 0
134
1771
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
140
164
76 0
0 0
0 0
280
608
0 0
0 480
140
0 1888
Heavy Trucks
0 8
0 0
0 0
20 12
0 0
28 4
72 Pedestrians
36 32
0 16
84 Bicycles
0 2
0 0
0 0
0 4
0 0
6 0
12 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Castro St
-- 14th St
QC JOB #:

QC JOB #:
14998304
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
0 851
0 0
0 344
229
343
617
487

0.94 0.94
274
716
0 0
537
70 279
50 0
399
Peak-Hour: 4:35 PM -- 5:35 PM
Peak-Hour: 4:35 PM -- 5:35 PM
Peak 15-Min: 5:05 PM -- 5:20 PM
Peak 15-Min: 5:05 PM -- 5:20 PM
0 0.9
0 0
0 2

0.4 0.6

1.3 1.8

2.2 1.4
0 0

1.7 1.4

1.8 0
0 1.5
78 0
26 54
0 0
0 1
1 17
32 0
0 1
1 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Castro St
Castro St
(Northbound)
(Northbound)
Castro St
Castro St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
5 19
4 0
0 0
0 0
18 24
0 0
0 28
19 0
117
4:05 PM
1 18
5 0
0 0
0 0
12 35
0 0
0 21
19 0
111
4:10 PM
6 25
4 0
0 0
0 0
17 16
0 0
0 21
27 0
116
4:15 PM
3 13
5 0
0 0
0 0
9 31
0 0
0 14
19 0
94 4:20 PM
2 19
2 0
0 0
0 0
22 30
0 0
0 17
31 0
123
4:25 PM
4 15
2 0
0 0
0 0
19 36
0 0
0 17
20 0
113
4:30 PM
7 21
5 0
0 0
0 0
11 36
0 0
0 19
25 0
124
4:35 PM
4 22
3 0
0 0
0 0
27 43
0 0
0 22
30 0
151
4:40 PM
3 20
5 0
0 0
0 0
11 49
0 0
0 22
25 0
135
4:45 PM
9 17
7 0
0 0
0 0
14 40
0 0
0 19
37 0
143
4:50 PM
9 23
5 0
0 0
0 0
26 38
0 0
0 15
29 0
145
4:55 PM
5 25
3 0
0 0
0 0
25 55
0 0
0 26
18 0
157
1529
5:00 PM
6 22
2 0
0 0
0 0
18 38
0 0
0 26
23 0
135
1547
5:05 PM
9 22
5 0
0 0
0 0
21 29
0 0
0 27
35 0
148
1584
5:10 PM
4 24
3 0
0 0
0 0
18 42
0 0
0 31
34 0
156
1624
5:15 PM
10 22
3 0
0 0
0 0
25 45
0 0
0 28
22 0
155
1685
5:20 PM
3 41
6 0
0 0
0 0
13 39
0 0
0 21
23 0
146
1708
5:25 PM
2 21
3 0
0 0
0 0
15 39
0 0
0 20
25 0
125
1720
5:30 PM
6 20
5 0
0 0
0 0
16 30
0 0
0 17
42 0
136
1732
5:35 PM
3 20
3 0
0 0
0 0
13 51
0 0
0 28
22 0
140
1721
5:40 PM
6 13
3 0
0 0
0 0
9 54
0 0
0 29
25 0
139
1725
5:45 PM
6 24
5 0
0 0
0 0
13 57
0 0
0 14
29 0
148
1730
5:50 PM
2 18
1 0
0 0
0 0
15 45
0 0
0 20
21 0
122
1707
5:55 PM
8 23
7 0
0 0
0 0
17 37
0 0
0 26
23 0
141
1691
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
92 272
44 0
0 0
0 0
256
464
0 0
0 344
364
0 1836
Heavy Trucks
4 0
0 0
0 0
4 12
0 0
8 0
28 Pedestrians
80 112
0 28
220
Bicycles
0 0
0 0
0 0
1 5
0 0
10 1
17 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Clay St
-- 14th St
QC JOB #:

QC JOB #:
14998305
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
156
233
24 63
69 537
51 93
647
442

0.97 0.97
499
537
44 55
566
14 89
54 161
157
Peak-Hour: 8:00 AM -- 9:00 AM
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:00 AM -- 8:15 AM
Peak 15-Min: 8:00 AM -- 8:15 AM

2.6 2.1
0 4.8

1.4 4.3
0 1.1

4.3 2

4.4 1.9

2.3 9.1

2.3 7.1

4.5 5.6

5.6 5.1
133
192
131
162
0 25
0 0
3 18
4 6
1 2
3 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Clay St
Clay St
(Northbound)
(Northbound)
Clay St
Clay St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
1 4
3 0
2 3
5 0
1 27
0 0
0 14
6 0
66 7:05 AM
1 3
7 0
2 4
1 0
3 28
2 0
2 16
2 0
71 7:10 AM
3 2
4 0
2 1
0 0
2 19
0 0
2 20
4 0
59 7:15 AM
0 4
1 0
3 4
1 0
2 20
2 0
0 18
1 0
56 7:20 AM
1 2
4 0
1 7
2 0
1 21
2 0
1 23
4 0
69 7:25 AM
4 5
3 0
3 3
2 0
4 31
4 0
3 25
1 0
88 7:30 AM
3 6
6 0
5 5
1 0
1 21
3 0
2 29
8 0
90 7:35 AM
0 6
2 0
6 7
4 0
1 24
0 0
4 43
3 0
100
7:40 AM
0 4
2 0
3 5
4 0
0 30
4 0
3 53
3 0
111
7:45 AM
1 4
2 0
1 4
3 0
2 27
3 0
6 36
8 0
97 7:50 AM
0 7
2 0
5 4
0 0
4 34
4 0
1 49
10 0
120
7:55 AM
0 7
4 0
12 4
3 0
2 26
1 0
6 48
11 0
124
1051
8:00 AM
1 9
5 0
5 2
2 0
3 36
3 0
2 49
14 0
131
1116
8:05 AM
0 2
3 0
4 3
1 0
6 38
3 0
4 54
4 0
122
1167
8:10 AM
1 7
3 0
7 7
4 0
7 29
3 0
5 54
6 0
133
1241
8:15 AM
0 6
6 0
5 3
2 0
5 39
2 0
1 49
10 0
128
1313
8:20 AM
0 7
3 0
5 11
1 0
3 43
1 0
5 42
4 0
125
1369
8:25 AM
1 6
4 0
5 4
1 0
4 42
4 0
6 33
7 0
117
1398
8:30 AM
0 11
8 0
7 5
2 0
7 32
6 0
5 43
5 0
131
1439
8:35 AM
1 11
3 0
5 6
1 0
2 41
1 0
5 47
6 0
129
1468
8:40 AM
3 8
7 0
8 4
1 0
4 35
6 0
4 26
7 0
113
1470
8:45 AM
2 2
5 0
7 7
3 0
1 33
6 0
3 30
8 0
107
1480
8:50 AM
3 12
5 0
4 5
3 0
8 32
4 0
5 31
12 0
124
1484
8:55 AM
2 8
2 0
7 6
3 0
1 42
5 0
9 41
10 1
137
1497
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
8 72
44 0
64 48
28 0
64 412
36 0
44 628
96 0
1544
Heavy Trucks
4 0
0 4
0 0
0 16
0 8
32 0
64 Pedestrians
160
116
184
152
612
Bicycles
1 0
0 0
6 0
0 2
0 0
1 0
10 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Clay St
-- 14th St
QC JOB #:

QC JOB #:
14998306
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
190
185
28 110
52 517
20 72
593
554

0.93 0.93
471
610
36 50
652
18 94
44 195
156
Peak-Hour: 4:50 PM -- 5:50 PM
Peak-Hour: 4:50 PM -- 5:50 PM
Peak 15-Min: 5:05 PM -- 5:20 PM
Peak 15-Min: 5:05 PM -- 5:20 PM

1.1 0.5
0 1.8
0 1.4
0 0

1.3 1.4

1.5 1.5

2.8 2

1.4 0

1.1 2.3

2.1 1.3
167
128
127
142
1 6
0 0
0 10
25 3
0 6
24 2
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Clay St
Clay St
(Northbound)
(Northbound)
Clay St
Clay St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
2 5
4 0
5 6
3 0
2 27
3 0
2 27
4 0
90 4:05 PM
3 5
5 0
5 10
3 0
1 39
0 0
3 31
3 0
108
4:10 PM
3 4
4 0
4 7
3 0
2 23
1 0
2 39
3 0
95 4:15 PM
2 11
4 0
3 9
3 0
0 27
4 0
0 19
1 0
83 4:20 PM
1 4
5 0
9 10
3 0
2 34
4 0
2 38
6 0
118
4:25 PM
4 4
4 0
6 8
3 0
2 35
4 0
8 30
4 0
112
4:30 PM
2 11
2 0
5 9
3 0
1 45
6 0
1 34
8 0
127
4:35 PM
2 9
4 0
5 5
7 0
5 41
3 0
1 29
5 0
116
4:40 PM
2 5
2 0
7 12
3 0
4 50
2 0
3 37
5 0
132
4:45 PM
0 7
1 0
7 4
2 0
0 43
2 0
3 43
4 0
116
4:50 PM
4 4
4 0
6 6
0 0
4 58
3 0
1 34
2 0
126
4:55 PM
2 13
5 0
4 4
4 0
0 43
3 0
3 35
3 0
119
1342
5:00 PM
1 8
2 0
3 7
5 0
1 41
2 0
3 41
9 0
123
1375
5:05 PM
2 2
2 0
3 11
5 0
1 35
5 0
6 48
7 0
127
1394
5:10 PM
0 14
3 0
5 6
3 0
2 47
2 0
2 44
8 0
136
1435
5:15 PM
0 14
4 0
3 12
3 0
2 51
3 0
6 47
7 0
152
1504
5:20 PM
0 8
4 0
4 10
2 0
2 49
1 0
5 36
4 0
125
1511
5:25 PM
1 7
2 0
3 6
0 0
2 48
4 0
5 33
9 0
120
1519
5:30 PM
4 3
4 1
6 6
2 0
4 36
2 0
1 44
8 0
121
1513
5:35 PM
1 5
5 0
3 14
1 0
0 38
4 0
4 40
7 1
123
1520
5:40 PM
0 6
6 0
6 13
1 0
1 54
4 0
7 36
5 1
140
1528
5:45 PM
2 10
3 0
6 15
2 0
0 54
3 1
5 33
3 0
137
1549
5:50 PM
1 5
2 0
3 9
1 0
1 48
4 0
7 35
10 0
126
1549
5:55 PM
3 8
4 1
1 6
2 0
3 42
3 0
1 36
4 0
114
1544
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
8 120
36 0
44 116
44 0
20 532
40 0
56 556
88 0
1660
Heavy Trucks
0 0
0 0
0 0
0 12
4 0
8 0
24 Pedestrians
148
172
160
120
600
Bicycles
3 12
0 0
0 1
0 6
0 0
8 0
30 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Broadway
-- 14th St
QC JOB #:

QC JOB #:
14998307
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
597
382
86 510
1 694
2 99
722
276

0.97 0.97
608
360
82 15
294
2 280
18 609
300
Peak-Hour: 8:00 AM -- 9:00 AM
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:25 AM -- 8:40 AM
Peak 15-Min: 8:25 AM -- 8:40 AM

8.9 12.8

2.3 10
0 4.2
0 3

4.4 3.6

4.4 4.4

7.3 13.3

3.4 0

16.4 0

9.7 15.3
206
401
292
240
0 63
0 1
3 19
22 3
3 0
8 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Broadway
Broadway
(Northbound)
(Northbound)
Broadway
Broadway
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
0 15
1 0
0 22
2 0
0 18
5 0
1 16
1 0
81 7:05 AM
0 22
3 0
0 31
9 0
0 18
6 0
1 16
6 0
112
7:10 AM
0 25
3 0
0 26
3 0
0 9
5 0
0 19
5 0
95 7:15 AM
0 19
1 0
0 21
3 0
1 22
3 0
2 22
8 0
102
7:20 AM
0 18
2 0
0 32
7 0
0 12
4 0
0 18
2 0
95 7:25 AM
0 18
0 0
0 23
3 0
0 21
7 0
0 28
5 0
105
7:30 AM
0 21
2 0
0 21
3 0
0 15
6 0
2 36
12 0
118
7:35 AM
0 22
3 0
0 40
8 0
0 14
3 0
1 52
3 0
146
7:40 AM
0 23
2 0
0 43
9 0
0 14
4 0
1 46
7 0
149
7:45 AM
0 19
3 0
0 29
6 0
0 11
3 0
2 47
9 0
129
7:50 AM
0 20
1 0
1 32
4 0
0 30
5 0
1 67
9 0
170
7:55 AM
0 22
0 0
0 30
10 0
1 16
9 0
3 60
5 0
156
1458
8:00 AM
0 23
1 0
0 35
6 0
0 23
1 0
3 60
8 0
160
1537
8:05 AM
0 12
2 0
0 50
3 0
0 28
7 0
0 75
11 0
188
1613
8:10 AM
0 15
1 0
0 34
8 1
0 16
2 0
4 55
13 0
149
1667
8:15 AM
0 29
0 0
0 41
12 0
0 25
6 0
0 41
3 0
157
1722
8:20 AM
0 30
0 0
0 36
7 0
2 23
8 0
1 50
7 0
164
1791
8:25 AM
0 19
4 0
0 46
4 0
0 32
8 0
0 59
10 0
182
1868
8:30 AM
0 33
1 0
0 37
5 0
0 19
8 0
1 41
9 0
154
1904
8:35 AM
0 26
3 0
0 56
10 0
0 22
5 0
1 46
7 0
176
1934
8:40 AM
0 28
3 1
0 40
7 0
0 18
7 0
4 44
10 0
162
1947
8:45 AM
0 15
0 1
0 43
10 0
0 22
13 0
0 43
8 0
155
1973
8:50 AM
0 26
2 0
0 54
6 0
0 24
9 0
1 45
6 0
173
1976
8:55 AM
0 24
1 0
0 38
8 0
0 24
8 0
0 49
7 0
159
1979
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 312
32 0
0 556
76 0
0 292
84 0
8 584
104
0 2048
Heavy Trucks
0 40
0 0
60 0
0 8
12 4
20 0
144
Pedestrians
276
232
428
316
1252
Bicycles
0 3
0 0
12 0
0 3
0 0
8 3
29 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Broadway
-- 14th St
QC JOB #:

QC JOB #:
14998308
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
781
462
91 681
9 450
8 80
440
547

0.93 0.93
357
671
116
3 590
2 374
35 801
411
Peak-Hour: 4:55 PM -- 5:55 PM
Peak-Hour: 4:55 PM -- 5:55 PM
Peak 15-Min: 5:40 PM -- 5:55 PM
Peak 15-Min: 5:40 PM -- 5:55 PM

4.9 6.9
0 5.6
0 1.6
0 1.3

1.8 2
2 1.9

1.7 0
2 0

8.3 2.9
5 7.8
384
688
399
289
3 21
1 0
7 28
14 2
1 2
42 5
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Broadway
Broadway
(Northbound)
(Northbound)
Broadway
Broadway
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
0 17
1 0
0 32
5 0
0 33
7 0
0 24
4 0
123
4:05 PM
0 33
4 0
0 43
6 1
0 34
6 0
0 17
7 0
151
4:10 PM
0 25
1 0
0 61
3 0
0 32
9 0
1 31
6 0
169
4:15 PM
0 29
3 0
0 47
3 0
1 27
5 0
2 11
7 0
135
4:20 PM
0 27
1 0
1 59
8 0
2 40
8 0
0 29
8 0
183
4:25 PM
0 30
2 0
1 59
6 0
1 35
6 0
0 21
8 0
169
4:30 PM
0 21
0 0
1 45
7 0
0 52
7 0
1 26
6 0
166
4:35 PM
0 26
1 0
1 61
4 0
0 45
10 0
0 24
12 0
184
4:40 PM
0 28
3 0
0 69
7 0
1 48
4 0
1 23
9 0
193
4:45 PM
0 31
3 0
0 65
18 0
0 34
10 0
0 23
11 0
195
4:50 PM
0 29
3 0
0 51
7 0
1 59
15 0
0 19
14 0
198
4:55 PM
0 36
2 0
0 56
2 0
1 51
11 0
1 32
10 0
202
2068
5:00 PM
0 27
2 0
0 63
8 0
0 41
10 0
0 28
9 0
188
2133
5:05 PM
0 34
2 0
0 58
14 0
0 33
8 0
0 30
5 0
184
2166
5:10 PM
0 28
5 0
0 41
4 0
0 45
10 0
0 43
4 0
180
2177
5:15 PM
1 29
4 1
2 63
7 0
2 52
7 0
0 26
10 0
204
2246
5:20 PM
0 37
2 0
0 71
11 0
2 40
12 0
0 24
6 0
205
2268
5:25 PM
0 27
2 0
0 55
7 0
1 49
12 1
0 30
3 0
187
2286
5:30 PM
0 30
2 0
1 47
9 0
0 37
7 0
0 27
14 0
174
2294
5:35 PM
0 23
4 0
2 53
5 0
0 32
9 0
0 29
5 0
162
2272
5:40 PM
0 36
5 0
1 58
8 1
1 48
12 0
1 27
5 0
203
2282
5:45 PM
0 27
2 0
1 61
6 0
0 65
8 0
1 36
3 0
210
2297
5:50 PM
0 40
3 0
1 55
10 0
0 54
10 0
0 25
6 0
204
2303
5:55 PM
0 25
3 0
0 58
2 0
0 43
8 0
0 30
4 0
173
2274
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 412
40 0
12 696
96 4
4 668
120
0 8
352
56 0
2468
Heavy Trucks
0 36
0 0
52 0
0 12
4 0
12 0
116
Pedestrians
264
340
624
364
1592
Bicycles
0 13
0 0
9 1
0 4
1 0
4 3
35 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Franklin St
-- 14th St
QC JOB #:

QC JOB #:
14998309
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
0 364
0 0
0 725
71 128
816
219

0.93 0.93
688
290
0 0
227
37 165
8 0
210
Peak-Hour: 7:55 AM -- 8:55 AM
Peak-Hour: 7:55 AM -- 8:55 AM
Peak 15-Min: 7:55 AM -- 8:10 AM
Peak 15-Min: 7:55 AM -- 8:10 AM
0 2.7
0 0
0 4.3

5.6 1.6
4 3.7

4.5 4.1
0 0

4.4 0

2.4 25
0 2.9
368
164
91 93
0 0
0 0
0 18
41 0
1 1
4 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Franklin St
Franklin St
(Northbound)
(Northbound)
Franklin St
Franklin St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
0 7
0 0
0 0
0 0
4 15
0 0
0 19
1 0
46 7:05 AM
0 6
2 0
0 0
0 0
2 19
0 0
0 22
5 0
56 7:10 AM
0 5
0 0
0 0
0 0
6 4
0 0
0 24
6 0
45 7:15 AM
1 7
0 0
0 0
0 0
6 10
0 0
0 26
8 0
58 7:20 AM
0 4
0 0
0 0
0 0
4 16
0 0
0 27
7 0
58 7:25 AM
0 8
1 0
0 0
0 0
5 15
0 0
0 41
9 0
79 7:30 AM
1 5
1 0
0 0
0 0
4 12
0 0
0 47
10 0
80 7:35 AM
0 4
1 0
0 0
0 0
6 10
0 0
0 53
8 0
82 7:40 AM
1 7
1 0
0 0
0 0
5 11
0 0
0 63
19 0
107
7:45 AM
2 6
1 0
0 0
0 0
2 16
0 0
0 60
10 0
97 7:50 AM
2 7
1 0
0 0
0 0
4 25
0 0
0 67
16 0
122
7:55 AM
3 12
2 0
0 0
0 0
2 15
0 0
0 68
11 0
113
943
8:00 AM
3 14
0 0
0 0
0 0
7 19
0 0
0 70
9 0
122
1019
8:05 AM
4 8
1 0
0 0
0 0
8 20
0 0
0 71
7 0
119
1082
8:10 AM
3 14
0 0
0 0
0 0
6 12
0 0
0 62
8 0
105
1142
8:15 AM
2 14
0 0
0 0
0 0
4 22
0 0
0 53
7 0
102
1186
8:20 AM
3 10
1 0
0 0
0 0
7 17
0 0
0 62
12 0
112
1240
8:25 AM
4 18
1 0
0 0
0 0
10 24
0 0
0 50
12 0
119
1280
8:30 AM
2 16
0 0
0 0
0 0
2 17
0 0
0 51
6 0
94 1294
8:35 AM
1 15
1 0
0 0
0 0
5 19
0 0
0 53
8 0
102
1314
8:40 AM
6 16
0 0
0 0
0 0
7 14
0 0
0 44
17 0
104
1311
8:45 AM
2 14
0 0
0 0
0 0
5 15
0 0
0 52
12 0
100
1314
8:50 AM
4 14
2 0
0 0
0 0
8 25
0 0
0 52
19 0
124
1316
8:55 AM
4 10
2 0
0 0
0 0
12 12
1 0
0 54
10 0
105
1308
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
40 136
12 0
0 0
0 0
68 216
0 0
0 836
108
0 1416
Heavy Trucks
0 4
4 0
0 0
8 4
0 0
44 0
64 Pedestrians
104
308
116
68 596
Bicycles
0 0
0 0
0 0
0 6
0 1
4 0
11 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Franklin St
-- 14th St
QC JOB #:

QC JOB #:
14998310
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
0 365
0 0
0 454
86 98
473
501

0.95 0.95
375
587
0 0
525
79 181
24 0
284
Peak-Hour: 4:50 PM -- 5:50 PM
Peak-Hour: 4:50 PM -- 5:50 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
0 1.6
0 0
0 2.2

1.2 1

2.1 2.6

2.4 2.4
0 0

2.9 1.3

2.2 8.3
0 2.5
332
168
45 137
1 0
0 3
4 36
17 0
0 6
32 3
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Franklin St
Franklin St
(Northbound)
(Northbound)
Franklin St
Franklin St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
7 9
3 0
0 0
0 0
7 28
0 0
0 17
5 0
76 4:05 PM
8 13
2 0
0 0
0 0
6 30
0 0
0 18
9 0
86 4:10 PM
2 7
1 0
0 0
0 0
1 31
0 0
0 39
4 0
85 4:15 PM
0 0
0 0
0 0
0 0
2 26
0 0
0 27
16 0
71 4:20 PM
3 2
1 0
0 0
0 0
2 39
0 0
0 25
8 0
80 4:25 PM
6 12
2 0
0 0
0 0
7 31
0 0
0 25
8 0
91 4:30 PM
2 10
1 0
0 0
0 0
3 45
0 0
0 31
8 0
100
4:35 PM
4 14
0 0
0 0
0 0
7 39
0 0
0 24
2 0
90 4:40 PM
7 12
3 0
0 0
0 0
8 47
0 0
0 31
5 0
113
4:45 PM
9 10
1 0
0 0
0 0
4 32
0 1
0 26
13 0
96 4:50 PM
3 13
1 0
0 0
0 0
6 50
0 0
0 26
8 0
107
4:55 PM
11 15
1 0
0 0
0 0
9 49
0 0
0 31
10 0
126
1121
5:00 PM
10 19
4 0
0 0
0 0
8 33
0 0
0 33
7 0
114
1159
5:05 PM
5 12
1 0
0 0
0 0
6 31
0 0
0 37
8 0
100
1173
5:10 PM
4 13
2 0
0 0
0 0
5 39
0 0
0 34
12 0
109
1197
5:15 PM
2 16
3 0
0 0
0 0
7 58
0 0
0 39
14 0
139
1265
5:20 PM
12 20
4 0
0 0
0 0
5 37
0 0
0 23
5 0
106
1291
5:25 PM
7 18
4 0
0 0
0 0
7 41
0 0
0 25
8 0
110
1310
5:30 PM
7 14
0 0
0 0
0 0
6 33
0 0
0 30
5 0
95 1305
5:35 PM
3 13
0 0
0 0
0 0
6 36
0 0
0 32
7 0
97 1312
5:40 PM
5 7
4 0
0 0
0 0
12 46
0 0
0 31
8 0
113
1312
5:45 PM
10 21
0 0
0 0
0 0
9 48
0 0
0 34
6 0
128
1344
5:50 PM
2 11
2 0
0 0
0 0
11 52
0 0
0 23
4 0
105
1342
5:55 PM
8 14
3 0
0 0
0 0
10 38
0 0
0 29
7 0
109
1325
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
84 216
44 0
0 0
0 0
76 544
0 0
0 348
108
0 1420
Heavy Trucks
0 4
8 0
0 0
0 8
0 0
0 0
20 Pedestrians
144
392
164
48 748
Bicycles
0 14
0 0
0 0
0 8
0 0
2 3
27 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Webster St
-- 14th St
QC JOB #:

QC JOB #:
14998311
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Thu, Jun 6 2019
310
0 49
157
104
456
0 0
435
193

0.96 0.96
407
224
31 28
298
0 0
0 215
0 Peak-Hour: 7:55 AM -- 8:55 AM
Peak-Hour: 7:55 AM -- 8:55 AM
Peak 15-Min: 8:15 AM -- 8:30 AM
Peak 15-Min: 8:15 AM -- 8:30 AM

2.9 0

4.1 3.8
1 4.2
0 0

4.4 5.7

4.2 8

22.6 7.1
4 0
0 0
7 0
230
29 70
81 6
18 5
1 0
11 33
0 0
0 0
0 NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Webster St
Webster St
(Northbound)
(Northbound)
Webster St
Webster St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
0 0
0 0
0 8
0 0
0 8
0 0
3 17
0 0
36 7:05 AM
0 0
0 0
1 4
0 0
0 11
0 0
2 12
0 0
30 7:10 AM
0 0
0 0
1 2
1 0
0 11
1 0
1 10
0 0
27 7:15 AM
0 0
0 0
0 7
1 0
0 11
0 0
1 25
0 0
45 7:20 AM
0 0
0 0
3 8
3 0
0 10
2 0
1 24
0 0
51 7:25 AM
0 0
0 0
1 10
0 0
0 7
2 0
2 21
0 0
43 7:30 AM
0 0
0 0
4 8
1 0
0 14
5 0
1 26
0 0
59 7:35 AM
0 0
0 0
4 12
3 0
0 7
2 0
1 26
0 0
55 7:40 AM
0 0
0 0
1 13
1 0
0 15
2 0
3 36
0 0
71 7:45 AM
0 0
0 0
2 7
1 0
0 17
1 0
2 29
0 0
59 7:50 AM
0 0
0 0
5 23
2 0
0 19
3 0
1 23
0 0
76 7:55 AM
0 0
0 0
9 13
2 0
0 16
4 0
3 49
0 0
96 648
8:00 AM
0 0
0 0
4 15
6 0
0 19
5 0
2 30
0 0
81 693
8:05 AM
0 0
0 0
12 6
7 0
0 15
0 0
2 27
0 1
70 733
8:10 AM
0 0
0 0
13 8
7 0
0 24
0 0
1 30
0 0
83 789
8:15 AM
0 0
0 0
8 10
2 0
0 12
2 0
2 36
0 0
72 816
8:20 AM
0 0
0 0
10 16
6 0
0 21
2 0
2 39
0 0
96 861
8:25 AM
0 0
0 0
18 16
3 0
0 15
1 0
3 29
0 0
85 903
8:30 AM
0 0
0 0
8 11
5 0
0 13
5 0
0 29
0 0
71 915
8:35 AM
0 0
0 0
5 15
1 0
0 20
3 0
2 34
0 0
80 940
8:40 AM
0 0
0 0
7 18
1 0
0 11
3 0
2 32
0 0
74 943
8:45 AM
0 0
0 0
5 15
3 0
0 13
4 0
5 29
0 0
74 958
8:50 AM
0 0
0 0
5 14
6 0
0 14
2 0
3 43
0 0
87 969
8:55 AM
0 0
0 0
8 18
2 0
0 14
2 0
5 25
0 0
74 947
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 0
0 0
144
168
44 0
0 192
20 0
28 416
0 0
1012
Heavy Trucks
0 0
0 0
4 4
0 16
12 4
20 0
60 Pedestrians
76 280
8 64
428
Bicycles
0 0
0 1
8 2
1 0
0 0
6 0
18 Railroad
Stopped Buses
Comments:

Construction from (7:40am – 4:45pm ) and 1 lane was coned off. There was no noticeable impact on traffic volume.

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Webster St
-- 14th St
QC JOB #:

QC JOB #:
14998312
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Thu, Jun 6 2019
639
0 56
460
123
418
0 0
394
461

0.91 0.91
362
544
83 32
585
0 0
0 574
0 Peak-Hour: 4:25 PM -- 5:25 PM
Peak-Hour: 4:25 PM -- 5:25 PM
Peak 15-Min: 5:10 PM -- 5:25 PM
Peak 15-Min: 5:10 PM -- 5:25 PM

0.9 0
0 0.9

1.6 1.4
0 0
2 2.8

1.7 2.9

3.6 6.3

2.6 0
0 0

1.6 0
234
34 88
99 7
11 4
2 0
44 14
2 1
0 1
0 NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Webster St
Webster St
(Northbound)
(Northbound)
Webster St
Webster St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
0 0
0 0
7 17
7 0
0 26
2 0
1 30
0 0
90 4:05 PM
0 0
0 0
19 32
7 0
0 20
6 0
3 24
0 0
111
4:10 PM
0 0
0 0
24 37
1 0
0 32
6 0
4 20
0 0
124
4:15 PM
0 0
0 0
6 16
2 0
0 43
3 0
1 28
0 0
99 4:20 PM
0 0
0 0
13 26
7 0
0 34
3 0
0 25
0 0
108
4:25 PM
0 0
0 0
13 33
4 0
0 42
4 0
4 32
0 0
132
4:30 PM
0 0
0 0
7 24
2 0
0 45
2 0
3 47
0 1
131
4:35 PM
0 0
0 0
15 35
6 0
0 38
6 0
4 28
0 0
132
4:40 PM
0 0
0 0
11 32
4 0
0 47
7 0
0 31
0 0
132
4:45 PM
0 0
0 0
8 37
3 0
0 40
9 0
1 27
0 0
125
4:50 PM
0 0
0 0
5 38
3 0
0 29
10 0
5 28
0 0
118
4:55 PM
0 0
0 0
5 53
4 0
0 30
6 0
4 31
0 0
133
1435
5:00 PM
0 0
0 0
12 33
6 0
0 27
5 0
2 24
0 0
109
1454
5:05 PM
0 0
0 0
11 41
5 0
0 36
5 0
3 29
0 0
130
1473
5:10 PM
0 0
0 0
13 54
7 0
0 36
11 0
2 31
0 0
154
1503
5:15 PM
0 0
0 0
12 37
7 0
0 47
12 0
2 23
0 0
140
1544
5:20 PM
0 0
0 0
11 43
5 0
0 44
6 0
1 31
0 0
141
1577
5:25 PM
0 0
0 0
13 31
4 0
0 34
8 0
3 31
0 0
124
1569
5:30 PM
0 0
0 0
9 37
6 0
0 47
10 0
2 25
0 0
136
1574
5:35 PM
0 0
0 0
11 31
8 0
0 37
2 0
2 23
0 0
114
1556
5:40 PM
0 0
0 0
7 33
3 0
0 44
8 0
2 17
0 0
114
1538
5:45 PM
0 0
0 0
10 28
7 0
0 38
4 0
3 21
0 0
111
1524
5:50 PM
0 0
0 0
12 34
5 0
0 36
8 0
3 30
0 0
128
1534
5:55 PM
0 0
0 0
6 19
7 0
0 20
4 0
8 29
0 1
94 1495
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 0
0 0
144
536
76 0
0 508
116
0 20
340
0 0
1740
Heavy Trucks
0 0
0 0
8 0
0 8
0 0
4 0
20 Pedestrians
124
260
24 120
528
Bicycles
0 0
0 2
2 0
0 14
1 1
3 0
23 Railroad
Stopped Buses
Comments:

Construction from (7:40am – 4:45pm ) and 1 lane was coned off. There was no noticeable impact on traffic volume.

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Harrison St
-- 14th St
QC JOB #:

QC JOB #:
14998313
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
126
649
23 78
25 811
35 136
805
241

0.94 0.94
654
416
140
15 294
134
478
28 233
640
Peak-Hour: 7:40 AM -- 8:40 AM
Peak-Hour: 7:40 AM -- 8:40 AM
Peak 15-Min: 7:55 AM -- 8:10 AM
Peak 15-Min: 7:55 AM -- 8:10 AM
4 2.3

8.7 2.6
4 4.1

5.7 3.7

4.2 4.6

4.4 4.8
5 0

6.8 1.5

1.7 28.6

3.9 2.8
189
75 65
40 1
6 0
0 4
17 37
9 1
0 6
2 NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Harrison St
Harrison St
(Northbound)
(Northbound)
Harrison St
Harrison St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
3 22
1 0
1 4
1 0
1 8
2 1
0 12
7 0
63 7:05 AM
5 22
0 0
1 5
1 0
4 20
8 0
0 24
3 0
93 7:10 AM
9 31
4 0
1 1
4 0
1 7
9 0
3 16
7 0
93 7:15 AM
7 25
0 0
1 5
0 0
1 9
6 0
1 27
9 0
91 7:20 AM
8 28
3 0
1 0
4 0
2 14
8 0
0 19
9 0
96 7:25 AM
12 43
0 0
1 5
0 0
3 16
3 0
0 31
9 0
123
7:30 AM
13 31
1 0
0 3
1 0
7 8
12 1
0 44
6 0
127
7:35 AM
16 26
0 0
1 8
3 0
5 8
8 0
1 38
9 0
123
7:40 AM
22 53
3 0
0 5
3 0
0 14
9 0
1 60
7 0
177
7:45 AM
12 33
4 0
0 3
1 0
4 13
10 0
1 65
14 0
160
7:50 AM
20 35
2 0
2 5
5 0
3 18
11 0
1 42
11 0
155
7:55 AM
13 37
0 0
4 4
1 0
3 20
17 0
3 65
16 0
183
1484
8:00 AM
10 41
2 0
4 6
4 0
3 23
9 0
2 68
9 0
181
1602
8:05 AM
11 38
1 0
4 12
3 0
1 21
12 0
1 52
10 0
166
1675
8:10 AM
14 40
4 0
1 7
0 0
3 13
14 0
2 58
10 0
166
1748
8:15 AM
10 33
2 0
2 7
1 0
1 20
13 0
0 45
13 0
147
1804
8:20 AM
5 44
1 0
2 10
2 0
4 18
14 0
1 54
16 0
171
1879
8:25 AM
6 38
3 0
2 8
1 0
4 37
14 0
2 51
13 0
179
1935
8:30 AM
3 53
3 0
2 7
0 0
4 23
6 0
1 44
9 0
155
1963
8:35 AM
8 33
3 0
2 4
2 0
5 21
11 0
0 50
8 0
147
1987
8:40 AM
12 40
1 0
0 6
4 0
2 16
11 0
0 42
11 0
145
1955
8:45 AM
13 46
0 0
2 2
1 0
4 14
9 0
2 42
8 0
143
1938
8:50 AM
8 37
3 0
1 6
3 0
7 18
20 0
2 54
12 0
171
1954
8:55 AM
4 56
3 0
0 4
3 0
5 15
10 0
3 43
9 0
155
1926
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
136
464
12 0
48 88
32 0
28 256
152
0 24
740
140
0 2120
Heavy Trucks
4 8
4 0
0 8
8 24
4 0
32 0
92 Pedestrians
28 160
92 64
344
Bicycles
0 1
2 0
3 0
0 4
3 1
4 1
19 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Harrison St
-- 14th St
QC JOB #:

QC JOB #:
14998314
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
276
543
42 155
79 419
70 48
347
466

0.94 0.94
289
562
26 10
567
86 427
21 190
534
Peak-Hour: 4:40 PM -- 5:40 PM
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
Peak 15-Min: 5:15 PM -- 5:30 PM

1.8 0.7
0 1.3

3.8 1.4

1.4 4.2

2.3 2.8

2.1 2.5
0 0

2.8 0

0.2 0

1.1 0.2
201
60 44
61 1
4 8
6 1
46 21
2 0
0 12
2 NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Harrison St
Harrison St
(Northbound)
(Northbound)
Harrison St
Harrison St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
4 30
3 0
8 8
0 0
3 21
2 0
3 17
3 0
102
4:05 PM
7 26
2 0
4 7
2 0
4 25
2 0
1 27
4 0
111
4:10 PM
5 30
0 0
4 10
3 0
7 38
4 1
0 24
2 0
128
4:15 PM
14 44
2 0
3 14
1 0
2 36
10 0
0 25
3 0
154
4:20 PM
6 25
1 0
2 8
1 0
4 46
4 0
2 25
3 0
127
4:25 PM
3 34
3 0
2 10
2 0
5 34
1 0
0 15
4 0
113
4:30 PM
7 25
4 0
5 10
2 0
3 43
1 0
0 22
3 0
125
4:35 PM
6 25
2 0
1 6
3 0
6 42
2 0
1 16
2 0
112
4:40 PM
6 43
0 0
4 15
4 0
4 33
3 0
0 23
2 0
137
4:45 PM
6 30
1 0
4 8
4 0
9 47
3 0
0 32
1 0
145
4:50 PM
7 37
2 0
3 7
1 0
1 45
0 0
1 18
2 0
124
4:55 PM
8 41
3 0
6 12
4 0
3 42
3 1
1 24
4 0
152
1530
5:00 PM
8 39
2 0
9 12
4 0
6 40
4 1
1 21
3 0
150
1578
5:05 PM
6 28
2 0
9 14
6 0
4 30
2 0
2 30
2 1
136
1603
5:10 PM
9 23
4 0
8 17
5 0
8 41
3 0
0 29
6 0
153
1628
5:15 PM
7 33
5 0
3 16
4 0
10 42
1 0
1 26
6 0
154
1628
5:20 PM
4 37
0 0
10 16
4 0
10 45
1 0
0 16
3 0
146
1647
5:25 PM
7 41
0 0
7 12
1 0
7 48
2 0
1 25
5 0
156
1690
5:30 PM
8 35
2 0
10 16
2 0
4 25
3 0
2 23
9 0
139
1704
5:35 PM
10 40
0 0
6 10
3 0
2 28
1 0
0 22
5 0
127
1719
5:40 PM
4 25
6 0
3 12
4 0
10 41
0 0
4 19
8 0
136
1718
5:45 PM
10 28
2 0
7 6
3 0
4 38
2 0
0 19
2 0
121
1694
5:50 PM
2 28
1 0
4 14
5 0
6 52
2 0
0 18
3 0
135
1705
5:55 PM
4 27
3 0
6 8
1 0
7 36
3 2
0 15
2 0
114
1667
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
72 444
20 0
80 176
36 0
108
540
16 0
8 268
56 0
1824
Heavy Trucks
0 4
0 8
4 0
0 12
0 0
0 4
32 Pedestrians
72 236
80 48
436
Bicycles
0 3
0 0
2 1
0 13
1 0
0 0
20 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Madison St
-- 14th St
QC JOB #:

QC JOB #:
14998315
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
244
0 38
151
55 751
0 0
755
189

0.93 0.93
713
285
96 42
244
0 0
0 289
0 Peak-Hour: 7:50 AM -- 8:50 AM
Peak-Hour: 7:50 AM -- 8:50 AM
Peak 15-Min: 8:15 AM -- 8:30 AM
Peak 15-Min: 8:15 AM -- 8:30 AM

4.1 0

10.5 3.3

1.8 3.7
0 0

3.7 6.9

3.4 6.7

6.3 9.5

5.7 0
0 0

5.2 0
124
56 77
24 2
6 0
0 0
9 43
7 0
1 0
0 NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Madison St
Madison St
(Northbound)
(Northbound)
Madison St
Madison St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
0 0
0 0
0 10
2 0
0 4
0 0
2 15
0 0
33 7:05 AM
0 0
0 0
0 6
1 0
0 11
3 0
1 19
0 0
41 7:10 AM
0 0
0 0
2 9
4 0
0 6
2 0
3 14
0 0
40 7:15 AM
0 0
0 0
3 11
3 0
0 3
3 0
3 22
0 0
48 7:20 AM
0 0
0 0
2 13
2 0
0 4
5 0
0 19
0 0
45 7:25 AM
0 0
0 0
1 5
4 0
0 9
7 0
1 35
0 0
62 7:30 AM
0 0
0 0
2 17
4 0
0 6
8 0
2 25
0 0
64 7:35 AM
0 0
0 0
3 10
5 0
0 7
2 0
1 39
0 0
67 7:40 AM
0 0
0 0
6 9
3 0
0 7
5 0
2 47
0 0
79 7:45 AM
0 0
0 0
1 8
2 0
0 11
3 0
3 52
0 0
80 7:50 AM
0 0
0 0
4 12
1 0
0 12
9 0
5 59
0 0
102
7:55 AM
0 0
0 0
6 17
4 0
0 10
9 0
1 72
0 0
119
780
8:00 AM
0 0
0 0
3 11
2 0
0 15
5 0
2 68
0 0
106
853
8:05 AM
0 0
0 0
3 17
5 0
0 16
8 0
1 68
0 0
118
930
8:10 AM
0 0
0 0
1 14
2 0
0 9
6 0
2 58
0 0
92 982
8:15 AM
0 0
0 0
5 11
6 0
0 16
6 0
5 70
0 0
119
1053
8:20 AM
0 0
0 0
9 10
4 0
0 25
6 0
3 56
0 0
113
1121
8:25 AM
0 0
0 0
7 15
3 0
0 21
9 0
4 54
0 0
113
1172
8:30 AM
0 0
0 0
3 10
3 0
0 24
9 0
3 50
0 0
102
1210
8:35 AM
0 0
0 0
3 14
1 0
0 19
9 0
6 47
0 0
99 1242
8:40 AM
0 0
0 0
7 11
2 0
0 13
12 0
4 58
0 0
107
1270
8:45 AM
0 0
0 0
4 9
5 0
0 9
8 0
6 53
0 0
94 1284
8:50 AM
0 0
0 0
4 11
3 0
0 9
4 0
3 68
0 0
102
1284
8:55 AM
0 0
0 0
6 9
2 0
0 10
5 0
5 41
0 0
78 1243
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 0
0 0
84 144
52 0
0 248
84 0
48 720
0 0
1380
Heavy Trucks
0 0
0 4
4 8
0 16
0 8
24 0
64 Pedestrians
28 136
60 76
300
Bicycles
0 0
0 0
1 0
0 3
2 0
14 0
20 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Madison St
-- 14th St
QC JOB #:

QC JOB #:
14998316
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
506
0 43
281
182
316
0 0
304
491

0.98 0.98
273
561
70 31
673
0 0
0 382
0 Peak-Hour: 4:15 PM -- 5:15 PM
Peak-Hour: 4:15 PM -- 5:15 PM
Peak 15-Min: 4:45 PM -- 5:00 PM
Peak 15-Min: 4:45 PM -- 5:00 PM

2.2 0

4.7 2.5

1.1 3.2
0 0

4.3 2.2

2.9 2.3

2.9 16.1

1.9 0
0 0

3.7 0
119
54 66
68 0
8 4
2 0
32 20
1 0
1 0
0 NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Madison St
Madison St
(Northbound)
(Northbound)
Madison St
Madison St
(Southbound)
(Southbound)
14th St
14th St
(Eastbound)
(Eastbound)
14th St
14th St
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
0 0
0 0
13 20
3 0
0 26
6 0
0 22
0 0
90 4:05 PM
0 0
0 0
11 24
1 0
0 31
3 0
1 21
0 0
92 4:10 PM
0 0
0 0
15 25
5 0
0 32
8 0
6 20
0 0
111
4:15 PM
0 0
0 0
16 29
5 0
0 35
7 0
4 27
0 0
123
4:20 PM
0 0
0 0
19 18
4 0
0 38
7 0
2 22
0 0
110
4:25 PM
0 0
0 0
14 22
5 0
0 37
4 0
3 24
0 0
109
4:30 PM
0 0
0 0
19 25
5 0
0 41
3 0
4 22
0 0
119
4:35 PM
0 0
0 0
15 28
2 0
0 42
5 0
3 13
0 0
108
4:40 PM
0 0
0 0
17 28
0 0
0 42
6 0
2 13
0 0
108
4:45 PM
0 0
0 0
15 22
3 0
0 51
9 0
2 30
0 0
132
4:50 PM
0 0
0 0
11 19
5 0
0 38
2 0
3 29
0 0
107
4:55 PM
0 0
0 0
14 20
2 0
0 48
7 0
0 21
0 0
112
1321
5:00 PM
0 0
0 0
13 14
3 0
0 33
7 0
1 23
0 0
94 1325
5:05 PM
0 0
0 0
14 21
4 0
0 47
5 0
2 32
0 0
125
1358
5:10 PM
0 0
0 0
15 35
5 0
0 39
8 0
5 17
0 0
124
1371
5:15 PM
0 0
0 0
12 22
1 0
0 42
8 0
1 24
0 0
110
1358
5:20 PM
0 0
0 0
15 23
4 0
0 42
6 0
1 19
0 0
110
1358
5:25 PM
0 0
0 0
13 23
2 0
0 37
9 0
0 19
0 0
103
1352
5:30 PM
0 0
0 0
14 35
1 0
0 47
3 0
3 20
0 0
123
1356
5:35 PM
0 0
0 0
17 16
2 0
0 23
12 0
4 29
0 0
103
1351
5:40 PM
0 0
0 0
20 38
8 0
0 34
2 0
1 17
0 0
120
1363
5:45 PM
0 0
0 0
6 23
3 0
0 48
6 0
1 19
0 0
106
1337
5:50 PM
0 0
0 0
12 24
6 0
0 44
9 0
1 21
0 0
117
1347
5:55 PM
0 0
0 0
16 23
4 0
0 42
5 0
0 19
0 0
109
1344
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
0 0
0 0
160
244
40 0
0 548
72 0
20 320
0 0
1404
Heavy Trucks
0 0
0 0
12 0
0 12
0 4
8 0
36 Pedestrians
68 84
48 64
264
Bicycles
1 0
0 0
2 0
0 10
0 0
10 0
23 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Lakeside Dr/Oak St
-- 14th St/Lake Merritt Blvd
QC JOB #:

QC JOB #:
14998317
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
0 806
0 0
0 773
28 440
1108
216

0.93 0.93
668
244
0 0
242
105
338
26 0
469
Peak-Hour: 7:55 AM -- 8:55 AM
Peak-Hour: 7:55 AM -- 8:55 AM
Peak 15-Min: 8:15 AM -- 8:30 AM
Peak 15-Min: 8:15 AM -- 8:30 AM
0 2.1
0 0
0 3.2

3.6 1.4

2.3 6

2.8 5.7
0 0

6.2 5.7
3 7.7
0 3.8
83 129
71 50
0 0
0 0
30 5
47 0
0 2
9 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Lakeside Dr/Oak St
Lakeside Dr/Oak St
(Northbound)
(Northbound)
Lakeside Dr/Oak St
Lakeside Dr/Oak St
(Southbound)
(Southbound)
14th St/Lake Merritt Blvd
14th St/Lake Merritt Blvd
(Eastbound)
(Eastbound)
14th St/Lake Merritt Blvd
14th St/Lake Merritt Blvd
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
7:00 AM
6 11
2 0
0 0
0 0
0 5
0 0
0 14
4 0
42 7:05 AM
2 20
0 0
0 0
0 0
1 11
0 0
0 19
4 0
57 7:10 AM
5 21
4 0
0 0
0 0
0 9
0 0
0 12
9 0
60 7:15 AM
4 12
2 0
0 0
0 0
1 4
0 0
0 18
11 0
52 7:20 AM
3 16
1 0
0 0
0 0
2 5
0 0
0 20
15 0
62 7:25 AM
5 22
1 0
0 0
0 0
0 8
0 0
0 28
9 0
73 7:30 AM
2 18
1 0
0 0
0 0
0 5
0 0
0 25
19 0
70 7:35 AM
6 15
1 0
0 0
0 0
2 10
0 0
0 44
15 0
93 7:40 AM
3 19
1 0
0 0
0 0
0 12
0 0
0 48
24 0
107
7:45 AM
6 16
1 0
0 0
0 0
3 11
0 0
0 44
11 0
92 7:50 AM
5 19
0 0
0 0
0 0
2 12
0 0
0 65
34 0
137
7:55 AM
8 22
3 0
0 0
0 0
4 15
0 0
0 71
30 0
153
998
8:00 AM
13 23
0 0
0 0
0 0
2 13
0 0
0 52
26 0
129
1085
8:05 AM
4 24
1 0
0 0
0 0
2 18
0 0
0 56
29 0
134
1162
8:10 AM
5 32
2 0
0 0
0 0
0 12
0 0
0 59
40 0
150
1252
8:15 AM
10 19
0 0
0 0
0 0
1 20
0 0
0 66
55 0
171
1371
8:20 AM
8 23
0 0
0 0
0 0
4 27
0 0
0 44
39 0
145
1454
8:25 AM
6 37
3 0
0 0
0 0
2 29
0 0
0 59
37 0
173
1554
8:30 AM
7 32
5 0
0 0
0 0
2 24
0 0
0 62
31 0
163
1647
8:35 AM
5 26
2 0
0 0
0 0
5 18
0 0
0 40
40 0
136
1690
8:40 AM
12 40
4 0
0 0
0 0
4 14
0 0
0 49
33 0
156
1739
8:45 AM
10 29
5 0
0 0
0 0
1 13
0 0
0 55
35 0
148
1795
8:50 AM
17 31
1 0
0 0
0 0
1 13
0 0
0 55
45 0
163
1821
8:55 AM
9 19
1 0
0 0
0 0
3 11
0 0
0 32
24 0
99 1767
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
96 316
12 0
0 0
0 0
28 304
0 0
0 676
524
0 1956
Heavy Trucks
12 20
0 0
0 0
0 16
0 0
12 8
68 Pedestrians
16 80
128
44 268
Bicycles
0 1
0 0
0 0
0 2
0 0
15 10
28 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION:

LOCATION:

Lakeside Dr/Oak St
-- 14th St/Lake Merritt Blvd
QC JOB #:

QC JOB #:
14998318
CITY/STATE:

CITY/STATE:

Oakland, CA
DATE:

DATE:

Wed, May 29 2019
0 485
0 0
0 302
58 146
368
603

0.92 0.92
222
662
1 0
640
80 281
37 1
398
Peak-Hour: 4:40 PM -- 5:40 PM
Peak-Hour: 4:40 PM -- 5:40 PM
Peak 15-Min: 4:40 PM -- 4:55 PM
Peak 15-Min: 4:40 PM -- 4:55 PM
0 1.2
0 0
0 3.6

1.7 0.7

1.6 2.3

2.3 2.3
0 0

2.2 7.5

1.4 0
0 2.5
108
148
65 40
0 0
0 1
13 37
14 0
0 3
22 0
NA
NA
NA
NA
NA
NA
NA
NA
5-Min Count
5-Min Count
Period
Period
Beginning At
Beginning At
Lakeside Dr/Oak St
Lakeside Dr/Oak St
(Northbound)
(Northbound)
Lakeside Dr/Oak St
Lakeside Dr/Oak St
(Southbound)
(Southbound)
14th St/Lake Merritt Blvd
14th St/Lake Merritt Blvd
(Eastbound)
(Eastbound)
14th St/Lake Merritt Blvd
14th St/Lake Merritt Blvd
(Westbound)
(Westbound)
Total
Total
Hourly
Hourly
Totals
Totals
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
4:00 PM
5 16
4 0
0 0
0 0
6 25
0 0
0 20
14 0
90 4:05 PM
6 17
1 0
0 0
0 0
8 45
0 0
0 19
8 0
104
4:10 PM
7 28
3 0
0 0
0 0
3 40
0 0
0 15
6 0
102
4:15 PM
6 30
2 0
0 0
0 0
3 42
0 0
0 23
16 0
122
4:20 PM
6 16
2 0
0 0
0 0
4 61
0 0
0 21
11 0
121
4:25 PM
7 20
3 0
0 0
0 0
5 45
0 0
0 17
13 1
111
4:30 PM
10 17
6 0
0 0
0 0
4 50
0 0
0 17
8 1
113
4:35 PM
3 15
4 0
0 0
0 0
6 48
0 0
0 13
10 0
99 4:40 PM
4 18
7 0
0 0
0 0
3 61
1 0
0 15
17 0
126
4:45 PM
10 32
3 0
0 0
0 0
5 62
0 0
0 25
11 0
148
4:50 PM
9 23
5 0
0 0
0 0
5 41
0 0
0 16
14 0
113
4:55 PM
5 30
1 0
0 0
0 0
7 45
0 0
0 19
10 0
117
1366
5:00 PM
4 24
3 0
0 0
0 0
5 50
0 0
0 17
5 0
108
1384
5:05 PM
10 27
4 0
0 0
0 0
6 52
0 0
0 21
8 0
128
1408
5:10 PM
8 18
4 0
0 0
0 0
3 53
0 0
0 13
16 0
115
1421
5:15 PM
6 20
1 0
0 0
0 0
6 51
0 0
0 22
14 0
120
1419
5:20 PM
4 26
3 0
0 0
0 0
6 46
0 0
0 17
12 0
114
1412
5:25 PM
3 20
2 0
0 0
0 0
4 44
0 0
0 17
8 0
98 1399
5:30 PM
4 18
1 0
0 0
0 0
2 61
0 0
0 22
15 0
123
1409
5:35 PM
13 25
3 0
0 0
0 0
6 37
0 0
0 18
16 0
118
1428
5:40 PM
5 19
0 0
0 0
0 0
6 48
0 0
0 10
9 0
97 1399
5:45 PM
5 23
1 0
0 0
0 0
6 41
0 0
0 16
20 1
113
1364
5:50 PM
3 20
0 0
0 0
0 0
5 57
0 0
0 19
17 0
121
1372
5:55 PM
3 26
1 0
0 0
0 0
7 47
0 0
0 12
23 0
119
1374
Peak 15-Min
Peak 15-Min
Flowrates
Flowrates
Northbound
Northbound
Southbound
Southbound
Eastbound
Eastbound
Westbound
Westbound
Total
Total
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
Left
Left
Thru
Thru
Right
Right
U
U
All Vehicles
92 292
60 0
0 0
0 0
52 656
4 0
0 224
168
0 1548
Heavy Trucks
4 4
0 0
0 0
4 16
0 0
4 4
36 Pedestrians
64 84
120
60 328
Bicycles
2 3
0 0
0 0
0 9
0 0
8 3
25 Railroad
Stopped Buses
Comments:

Report generated on 6/11/2019 1:11 PM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 1 of 1 ends

Appendix B: Synchro Level of Service Outputs

HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 1: Brush St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 401 76 42 600 0 0 0 0 347 476 326 Future Volume (vph) 0 401 76 42 600 0 0 0 0 347 476 326 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 0.95 1.00 1.00 0.95 0.91
Frpb, ped/bikes 1.00 0.90 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 0.97 1.00 1.00
Frt 1.00 0.85 1.00 1.00 0.96
Flt Protected 1.00 1.00 0.95 1.00 0.99
Satd. Flow (prot) 3355 1331 1685 3261 4451
Flt Permitted 1.00 1.00 0.46 1.00 0.99
Satd. Flow (perm) 3355 1331 810 3261 4451
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 401 76 42 600 0 0 0 0 347 476 326
RTOR Reduction (vph) 0 0 57 0 0 0 0 0 0 0 24 0
Lane Group Flow (vph) 0 401 19 42 600 0 0 0 0 0 1125 0
Confl. Peds. (#/hr) 37 49 49 37 12 1 1 12
Confl. Bikes (#/hr) 27 7
Heavy Vehicles (%) 0% 4% 6% 0% 7% 0% 0% 0% 0% 1% 3% 0%
Parking (#/hr) 3
Turn Type NA Perm Perm NA Perm NA
Protected Phases 4 8 6
Permitted Phases 4 8 6
Actuated Green, G (s) 17.4 17.4 17.4 17.4 42.6
Effective Green, g (s) 17.4 17.4 17.4 17.4 42.6
Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.61
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 833 330 201 810 2708
v/s Ratio Prot 0.12 c0.18
v/s Ratio Perm 0.01 0.05 0.25
v/c Ratio 0.48 0.06 0.21 0.74 0.42
Uniform Delay, d1 22.4 20.0 20.8 24.2 7.2
Progression Factor 1.00 1.00 1.04 0.96 1.00
Incremental Delay, d2 0.2 0.0 0.2 3.1 0.5
Delay (s) 22.6 20.1 21.9 26.4 7.6
Level of Service C C C C A
Approach Delay (s) 22.2 26.1 0.0 7.6
Approach LOS C C A A
Intersection Summary
HCM 2000 Control Delay 15.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.51
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 2: Castro St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 239 516 0 0 508 153 148 161 60 0 0 0 Future Volume (vph) 239 516 0 0 508 153 148 161 60 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.91
Frpb, ped/bikes 1.00 0.99 1.00
Flpb, ped/bikes 0.99 1.00 1.00
Frt 1.00 0.97 0.98
Flt Protected 0.98 1.00 0.98
Satd. Flow (prot) 3338 3009 4304
Flt Permitted 0.63 1.00 0.98
Satd. Flow (perm) 2140 3009 4304
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 239 516 0 0 508 153 148 161 60 0 0 0
RTOR Reduction (vph) 0 0 0 0 28 0 0 49 0 0 0 0
Lane Group Flow (vph) 0 755 0 0 633 0 0 320 0 0 0 0
Confl. Peds. (#/hr) 40 58 58 40 8 8
Confl. Bikes (#/hr) 26 7
Heavy Vehicles (%) 5% 1% 0% 0% 5% 3% 6% 7% 6% 0% 0% 0%
Parking (#/hr) 1 5
Turn Type Perm NA NA Perm NA
Protected Phases 4 8 2
Permitted Phases 4 2
Actuated Green, G (s) 48.9 48.9 11.1
Effective Green, g (s) 48.9 48.9 11.1
Actuated g/C Ratio 0.70 0.70 0.16
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0
Lane Grp Cap (vph) 1494 2102 682
v/s Ratio Prot 0.21
v/s Ratio Perm c0.35 0.07
v/c Ratio 0.51 0.30 0.47
Uniform Delay, d1 4.9 4.0 26.8
Progression Factor 0.72 0.34 1.00
Incremental Delay, d2 1.1 0.4 0.2
Delay (s) 4.7 1.7 27.0
Level of Service A A C
Approach Delay (s) 4.7 1.7 27.0 0.0
Approach LOS A A C A
Intersection Summary
HCM 2000 Control Delay 8.2 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.50
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 3: Clay St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 51 442 44 55 499 93 14 89 54 69 63 24 Future Volume (vph) 51 442 44 55 499 93 14 89 54 69 63 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95
Frpb, ped/bikes 0.99 0.96 1.00 0.85 0.97
Flpb, ped/bikes 0.99 0.99 0.98 1.00 0.95
Frt 0.99 0.98 1.00 0.85 0.98
Flt Protected 1.00 1.00 0.99 1.00 0.98
Satd. Flow (prot) 3278 3136 1695 1203 2875
Flt Permitted 0.85 0.87 0.96 1.00 0.81
Satd. Flow (perm) 2795 2734 1635 1203 2375
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 51 442 44 55 499 93 14 89 54 69 63 24
RTOR Reduction (vph) 0 9 0 0 19 0 0 0 35 0 16 0
Lane Group Flow (vph) 0 528 0 0 628 0 0 103 19 0 140 0
Confl. Peds. (#/hr) 163 152 152 163 148 135 135 148
Confl. Bikes (#/hr) 7 9 3 4
Heavy Vehicles (%) 0% 2% 6% 0% 3% 5% 11% 5% 10% 0% 0% 5% Parking (#/hr) 3
Turn Type Perm NA Perm NA Perm NA Perm Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2 2
Actuated Green, G (s) 36.0 36.0 24.0 24.0 24.0
Effective Green, g (s) 36.0 36.0 24.0 24.0 24.0
Actuated g/C Ratio 0.51 0.51 0.34 0.34 0.34
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1437 1406 560 412 814
v/s Ratio Prot
v/s Ratio Perm 0.19 c0.23 c0.06 0.02 0.06
v/c Ratio 0.37 0.45 0.18 0.04 0.17
Uniform Delay, d1 10.2 10.7 16.1 15.4 16.1
Progression Factor 1.06 0.14 1.00 1.00 1.00
Incremental Delay, d2 0.6 0.7 0.7 0.2 0.5
Delay (s) 11.4 2.2 16.9 15.6 16.5
Level of Service B A B B B
Approach Delay (s) 11.4 2.2 16.4 16.5
Approach LOS B A B B
Intersection Summary
HCM 2000 Control Delay 8.5 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.34
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 4: Broadway & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 276 82 15 608 99 2 280 18 1 510 86 Future Volume (vph) 2 276 82 15 608 99 2 280 18 1 510 86 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5
Lane Util. Factor 0.95 0.95 0.95 0.95
Frpb, ped/bikes 0.93 0.96 0.98 0.95
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 0.97 0.98 0.99 0.98
Flt Protected 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3054 2985 2918 2873
Flt Permitted 0.95 0.94 0.95 0.95
Satd. Flow (perm) 2908 2822 2781 2743
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 2 276 82 15 608 99 2 280 18 1 510 86
RTOR Reduction (vph) 0 36 0 0 18 0 0 7 0 0 3 0
Lane Group Flow (vph) 0 324 0 0 704 0 0 293 0 0 594 0
Confl. Peds. (#/hr) 303 292 292 303 332 373 373 332
Confl. Bikes (#/hr) 5 14 1 27
Heavy Vehicles (%) 33% 2% 6% 50% 2% 2% 0% 17% 4% 0% 15% 4% Parking (#/hr) 3
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 22.9 22.9 37.1 37.1
Effective Green, g (s) 22.9 22.9 37.1 37.1
Actuated g/C Ratio 0.33 0.33 0.53 0.53
Clearance Time (s) 4.5 4.5 5.5 5.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 951 923 1473 1453
v/s Ratio Prot
v/s Ratio Perm 0.11 c0.25 0.11 c0.22
v/c Ratio 0.34 0.76 0.20 0.41
Uniform Delay, d1 17.8 21.1 8.6 9.9
Progression Factor 1.20 1.85 1.00 1.00
Incremental Delay, d2 0.1 3.0 0.3 0.9
Delay (s) 21.4 42.0 8.9 10.7
Level of Service C D A B
Approach Delay (s) 21.4 42.0 8.9 10.7
Approach LOS C D A B
Intersection Summary
HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 5: Franklin St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 71 219 0 0 688 128 37 165 8 0 0 0
Future Volume (vph) 71 219 0 0 688 128 37 165 8 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 0.91 1.00
Frpb, ped/bikes 1.00 0.95 1.00 0.87
Flpb, ped/bikes 0.98 1.00 0.97 1.00
Frt 1.00 0.98 1.00 0.85
Flt Protected 0.99 1.00 0.99 1.00
Satd. Flow (prot) 3137 2971 4488 1300
Flt Permitted 0.72 1.00 0.99 1.00
Satd. Flow (perm) 2287 2971 4488 1300
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 71 219 0 0 688 128 37 165 8 0 0 0
RTOR Reduction (vph) 0 0 0 0 22 0 0 0 5 0 0 0
Lane Group Flow (vph) 0 290 0 0 794 0 0 202 3 0 0 0
Confl. Peds. (#/hr) 332 165 165 332 168 111 111 168
Confl. Bikes (#/hr) 4 52 9
Heavy Vehicles (%) 2% 2% 0% 0% 3% 1% 4% 3% 5% 0% 0% 0%
Parking (#/hr) 1 3 3 1
Turn Type Perm NA NA Perm NA Perm
Protected Phases 4 4 2
Permitted Phases 4 2 2
Actuated Green, G (s) 37.0 37.0 25.0 25.0
Effective Green, g (s) 37.0 37.0 25.0 25.0
Actuated g/C Ratio 0.53 0.53 0.36 0.36
Clearance Time (s) 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1208 1570 1602 464
v/s Ratio Prot c0.27
v/s Ratio Perm 0.13 0.05 0.00
v/c Ratio 0.24 0.51 0.13 0.01
Uniform Delay, d1 8.9 10.6 15.1 14.5
Progression Factor 0.32 0.48 1.00 1.00
Incremental Delay, d2 0.4 1.2 0.2 0.0
Delay (s) 3.3 6.2 15.3 14.5
Level of Service A A B B
Approach Delay (s) 3.3 6.2 15.3 0.0
Approach LOS A A B A
Intersection Summary
HCM 2000 Control Delay 7.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.35
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 6: Webster St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 193 31 28 407 0 0 0 0 104 157 49 Future Volume (vph) 0 193 31 28 407 0 0 0 0 104 157 49
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.91
Frpb, ped/bikes 0.99 1.00 0.98
Flpb, ped/bikes 1.00 1.00 0.98
Frt 0.98 1.00 0.98
Flt Protected 1.00 1.00 0.98
Satd. Flow (prot) 3108 3217 4420
Flt Permitted 1.00 0.93 0.98
Satd. Flow (perm) 3108 2995 4420
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 193 31 28 407 0 0 0 0 104 157 49
RTOR Reduction (vph) 0 15 0 0 0 0 0 0 0 0 33 0
Lane Group Flow (vph) 0 209 0 0 435 0 0 0 0 0 277 0
Confl. Peds. (#/hr) 256 66 66 256 70 44 44 70
Confl. Bikes (#/hr) 9 62 37
Heavy Vehicles (%) 0% 3% 2% 3% 2% 0% 0% 0% 0% 0% 1% 6%
Parking (#/hr) 1 1 1 1
Turn Type NA Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 37.0 37.0 23.0
Effective Green, g (s) 37.0 37.0 23.0
Actuated g/C Ratio 0.53 0.53 0.33
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0
Lane Grp Cap (vph) 1642 1583 1452
v/s Ratio Prot 0.07
v/s Ratio Perm c0.15 0.06
v/c Ratio 0.13 0.27 0.19
Uniform Delay, d1 8.3 9.1 16.8
Progression Factor 0.12 0.52 1.00
Incremental Delay, d2 0.2 0.4 0.3
Delay (s) 1.2 5.1 17.1
Level of Service A A B
Approach Delay (s) 1.2 5.1 0.0 17.1
Approach LOS A A A B
Intersection Summary
HCM 2000 Control Delay 8.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.24
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 7: Harrison St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 35 241 140 15 654 136 134 478 28 25 78 23 Future Volume (vph) 35 241 140 15 654 136 134 478 28 25 78 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.0 5.0
Lane Util. Factor 0.95 0.95 0.95 0.95
Frpb, ped/bikes 0.98 0.96 1.00 0.98
Flpb, ped/bikes 1.00 1.00 0.99 1.00
Frt 0.95 0.97 0.99 0.97
Flt Protected 1.00 1.00 0.99 0.99
Satd. Flow (prot) 3009 3008 3127 3021
Flt Permitted 0.86 0.95 0.85 0.82
Satd. Flow (perm) 2593 2846 2675 2514
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 35 241 140 15 654 136 134 478 28 25 78 23 RTOR Reduction (vph) 0 72 0 0 24 0 0 4 0 0 14 0
Lane Group Flow (vph) 0 344 0 0 781 0 0 636 0 0 112 0
Confl. Peds. (#/hr) 199 49 49 199 76 48 48 76
Confl. Bikes (#/hr) 11 67 6 2
Heavy Vehicles (%) 0% 2% 0% 15% 3% 1% 2% 1% 24% 4% 4% 0% Parking (#/hr) 1 1 1 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 34.0 34.0 26.5 26.5
Effective Green, g (s) 34.0 34.0 26.5 26.5
Actuated g/C Ratio 0.49 0.49 0.38 0.38
Clearance Time (s) 4.5 4.5 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1259 1382 1012 951
v/s Ratio Prot
v/s Ratio Perm 0.13 c0.27 c0.24 0.04
v/c Ratio 0.27 0.56 0.63 0.12
Uniform Delay, d1 10.7 12.8 17.7 14.1
Progression Factor 1.94 0.18 1.00 1.00
Incremental Delay, d2 0.5 1.5 3.0 0.3
Delay (s) 21.3 3.8 20.7 14.4
Level of Service C A C B
Approach Delay (s) 21.3 3.8 20.7 14.4
Approach LOS C A C B
Intersection Summary
HCM 2000 Control Delay 13.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.5 Intersection Capacity Utilization 71.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 8: Madison St & 14th St
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 186 91 40 722 0 0 0 0 55 150 40
Future Volume (vph) 0 186 91 40 722 0 0 0 0 55 150 40
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 5.0 5.0
Lane Util. Factor 0.95 0.95 1.00 0.95
Frpb, ped/bikes 0.98 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 0.90 1.00
Frt 0.95 1.00 1.00 0.97
Flt Protected 1.00 1.00 0.95 1.00
Satd. Flow (prot) 2961 3218 1561 3100
Flt Permitted 1.00 0.93 0.95 1.00
Satd. Flow (perm) 2961 2989 1561 3100
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 186 91 40 722 0 0 0 0 55 150 40
RTOR Reduction (vph) 0 42 0 0 0 0 0 0 0 0 27 0
Lane Group Flow (vph) 0 235 0 0 762 0 0 0 0 55 163 0
Confl. Peds. (#/hr) 140 53 53 140 66 87 87 66
Confl. Bikes (#/hr) 6 60 12
Heavy Vehicles (%) 0% 4% 3% 7% 2% 0% 0% 0% 0% 1% 1% 0%
Parking (#/hr) 1 1 1 3
Turn Type NA Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 38.0 38.0 23.0 23.0
Effective Green, g (s) 38.0 38.0 23.0 23.0
Actuated g/C Ratio 0.54 0.54 0.33 0.33
Clearance Time (s) 4.0 4.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1607 1622 512 1018
v/s Ratio Prot 0.08 c0.05
v/s Ratio Perm c0.25 0.04
v/c Ratio 0.15 0.47 0.11 0.16
Uniform Delay, d1 7.9 9.8 16.4 16.7
Progression Factor 0.79 1.03 1.00 1.00
Incremental Delay, d2 0.2 0.9 0.4 0.3
Delay (s) 6.5 11.0 16.8 17.0
Level of Service A B B B
Approach Delay (s) 6.5 11.0 0.0 16.9
Approach LOS A B A B
Intersection Summary
HCM 2000 Control Delay 11.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.35
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 63.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 9: Oak St & 14th St/Lake Merritt Blvd
Existing AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 28 216 0 0 668 440 105 338 26 0 0 0 Future Volume (vph) 28 216 0 0 668 440 105 338 26 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.86 1.00 0.95
Flpb, ped/bikes 1.00 1.00 1.00 0.97 1.00
Frt 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.99 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3167 3421 1304 3051 1476
Flt Permitted 0.84 1.00 1.00 0.99 1.00
Satd. Flow (perm) 2670 3421 1304 3051 1476
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 28 216 0 0 668 440 105 338 26 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 171 0 0 13 0 0 0
Lane Group Flow (vph) 0 244 0 0 668 269 0 443 13 0 0 0
Confl. Peds. (#/hr) 78 23 23 78 138 50 50 138
Confl. Bikes (#/hr) 4 63 8
Heavy Vehicles (%) 7% 3% 0% 0% 2% 3% 6% 3% 0% 0% 0% 0%
Parking (#/hr) 1 3
Turn Type Perm NA NA Perm Perm NA Perm
Protected Phases 2 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 21.7 21.7 21.7 36.3 36.3
Effective Green, g (s) 21.7 21.7 21.7 36.3 36.3
Actuated g/C Ratio 0.31 0.31 0.31 0.52 0.52
Clearance Time (s) 6.0 6.0 6.0 6.0 6.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 827 1060 404 1582 765
v/s Ratio Prot 0.20
v/s Ratio Perm 0.09 c0.21 0.15 0.01
v/c Ratio 0.30 0.63 0.67 0.28 0.02
Uniform Delay, d1 18.3 20.7 21.0 9.5 8.2
Progression Factor 1.15 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.9 3.2 0.4 0.0
Delay (s) 21.2 21.6 24.2 9.9 8.2
Level of Service C C C A A
Approach Delay (s) 21.2 22.6 9.8 0.0
Approach LOS C C A A
Intersection Summary
HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.42
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 1: Brush St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 558 142 47 300 0 0 0 0 172 285 137 Future Volume (vph) 0 558 142 47 300 0 0 0 0 172 285 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 0.95 1.00 1.00 0.95 0.91
Frpb, ped/bikes 1.00 0.93 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 0.98 1.00 1.00
Frt 1.00 0.85 1.00 1.00 0.97
Flt Protected 1.00 1.00 0.95 1.00 0.99
Satd. Flow (prot) 3455 1395 1702 3421 4510
Flt Permitted 1.00 1.00 0.44 1.00 0.99
Satd. Flow (perm) 3455 1395 794 3421 4510
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 558 142 47 300 0 0 0 0 172 285 137
RTOR Reduction (vph) 0 0 59 0 0 0 0 0 0 0 103 0
Lane Group Flow (vph) 0 558 83 47 300 0 0 0 0 0 491 0
Confl. Peds. (#/hr) 41 47 47 41 11 2 2 11
Confl. Bikes (#/hr) 19 19
Heavy Vehicles (%) 0% 1% 4% 0% 2% 0% 0% 0% 0% 1% 2% 0%
Parking (#/hr) 3
Turn Type NA Perm Perm NA Perm NA
Protected Phases 4 8 6
Permitted Phases 4 8 6
Actuated Green, G (s) 35.0 35.0 35.0 35.0 15.0
Effective Green, g (s) 35.0 35.0 35.0 35.0 15.0
Actuated g/C Ratio 0.58 0.58 0.58 0.58 0.25
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 2015 813 463 1995 1127
v/s Ratio Prot c0.16 0.09
v/s Ratio Perm 0.06 0.06 0.11
v/c Ratio 0.28 0.10 0.10 0.15 0.44
Uniform Delay, d1 6.2 5.5 5.5 5.7 18.9
Progression Factor 1.00 1.00 1.26 1.13 1.00
Incremental Delay, d2 0.3 0.3 0.4 0.2 0.1
Delay (s) 6.6 5.8 7.4 6.6 19.0
Level of Service A A A A B
Approach Delay (s) 6.4 6.7 0.0 19.0
Approach LOS A A A B
Intersection Summary
HCM 2000 Control Delay 11.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.32
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 51.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 2: Castro St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 229 487 0 0 274 343 70 279 50 0 0 0 Future Volume (vph) 229 487 0 0 274 343 70 279 50 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.91
Frpb, ped/bikes 1.00 0.96 1.00
Flpb, ped/bikes 0.99 1.00 1.00
Frt 1.00 0.92 0.98
Flt Protected 0.98 1.00 0.99
Satd. Flow (prot) 3388 2863 4618
Flt Permitted 0.65 1.00 0.99
Satd. Flow (perm) 2220 2863 4618
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 229 487 0 0 274 343 70 279 50 0 0 0
RTOR Reduction (vph) 0 0 0 0 114 0 0 39 0 0 0 0
Lane Group Flow (vph) 0 716 0 0 503 0 0 360 0 0 0 0
Confl. Peds. (#/hr) 48 49 49 48 15 15
Confl. Bikes (#/hr) 17 18 1
Heavy Vehicles (%) 0% 1% 0% 0% 3% 1% 3% 1% 0% 0% 0% 0%
Parking (#/hr) 1 3
Turn Type Perm NA NA Perm NA
Protected Phases 4 8 2
Permitted Phases 4 2
Actuated Green, G (s) 39.2 39.2 10.8
Effective Green, g (s) 39.2 39.2 10.8
Actuated g/C Ratio 0.65 0.65 0.18
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0
Lane Grp Cap (vph) 1450 1870 831
v/s Ratio Prot 0.18
v/s Ratio Perm c0.32 0.08
v/c Ratio 0.49 0.27 0.43
Uniform Delay, d1 5.3 4.4 21.9
Progression Factor 0.70 1.69 1.00
Incremental Delay, d2 1.2 0.3 0.1
Delay (s) 4.9 7.7 22.0
Level of Service A A C
Approach Delay (s) 4.9 7.7 22.0 0.0
Approach LOS A A C A
Intersection Summary
HCM 2000 Control Delay 9.9 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.48
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 3: Clay St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 17 544 37 56 472 80 15 95 42 49 113 29 Future Volume (vph) 17 544 37 56 472 80 15 95 42 49 113 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95
Frpb, ped/bikes 0.99 0.96 1.00 0.86 0.98
Flpb, ped/bikes 1.00 0.99 0.99 1.00 0.97
Frt 0.99 0.98 1.00 0.85 0.98
Flt Protected 1.00 1.00 0.99 1.00 0.99
Satd. Flow (prot) 3325 3183 1784 1341 3017
Flt Permitted 0.93 0.86 0.95 1.00 0.87
Satd. Flow (perm) 3107 2736 1713 1341 2656
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 17 544 37 56 472 80 15 95 42 49 113 29
RTOR Reduction (vph) 0 8 0 0 20 0 0 0 27 0 18 0
Lane Group Flow (vph) 0 590 0 0 588 0 0 110 15 0 173 0
Confl. Peds. (#/hr) 200 175 175 200 145 139 139 145
Confl. Bikes (#/hr) 14 14 13 8
Heavy Vehicles (%) 0% 2% 9% 3% 2% 0% 0% 1% 0% 0% 1% 0%
Parking (#/hr) 1
Turn Type Perm NA Perm NA Perm NA Perm Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2 2
Actuated Green, G (s) 28.0 28.0 22.0 22.0 22.0
Effective Green, g (s) 28.0 28.0 22.0 22.0 22.0
Actuated g/C Ratio 0.47 0.47 0.37 0.37 0.37
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1449 1276 628 491 973
v/s Ratio Prot
v/s Ratio Perm 0.19 c0.21 0.06 0.01 c0.07
v/c Ratio 0.41 0.46 0.18 0.03 0.18
Uniform Delay, d1 10.5 10.9 12.9 12.2 12.9
Progression Factor 1.04 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.8 1.2 0.6 0.1 0.4
Delay (s) 11.8 12.1 13.5 12.3 13.3
Level of Service B B B B B
Approach Delay (s) 11.8 12.1 13.1 13.3
Approach LOS B B B B
Intersection Summary
HCM 2000 Control Delay 12.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.34
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 65.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 4: Broadway & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 547 116 3 357 80 2 374 35 9 681 91 Future Volume (vph) 8 547 116 3 357 80 2 374 35 9 681 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5
Lane Util. Factor 0.95 0.95 0.95 0.95
Frpb, ped/bikes 0.95 0.94 0.97 0.96
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 0.97 0.97 0.99 0.98
Flt Protected 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3161 2950 2944 3075
Flt Permitted 0.95 0.95 0.95 0.95
Satd. Flow (perm) 3003 2808 2805 2923
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 8 547 116 3 357 80 2 374 35 9 681 91
RTOR Reduction (vph) 0 11 0 0 28 0 0 6 0 0 11 0
Lane Group Flow (vph) 0 660 0 0 412 0 0 405 0 0 770 0
Confl. Peds. (#/hr) 336 311 311 336 414 411 411 414
Confl. Bikes (#/hr) 23 24 35 7
Heavy Vehicles (%) 0% 1% 4% 0% 3% 1% 0% 15% 0% 0% 8% 0% Parking (#/hr) 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 23.5 23.5 36.5 36.5
Effective Green, g (s) 23.5 23.5 36.5 36.5
Actuated g/C Ratio 0.34 0.34 0.52 0.52
Clearance Time (s) 4.5 4.5 5.5 5.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1008 942 1462 1524
v/s Ratio Prot
v/s Ratio Perm c0.22 0.15 0.14 c0.26
v/c Ratio 0.65 0.44 0.28 0.50
Uniform Delay, d1 19.8 18.1 9.4 10.9
Progression Factor 1.00 1.60 1.00 1.00
Incremental Delay, d2 1.2 0.1 0.5 1.2
Delay (s) 21.0 29.1 9.8 12.1
Level of Service C C A B
Approach Delay (s) 21.0 29.1 9.8 12.1
Approach LOS C C A B
Intersection Summary
HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 5: Franklin St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 86 501 0 0 375 98 79 181 24 0 0 0
Future Volume (vph) 86 501 0 0 375 98 79 181 24 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0
Lane Util. Factor 0.95 0.95 0.91 1.00
Frpb, ped/bikes 1.00 0.94 1.00 0.87
Flpb, ped/bikes 0.98 1.00 0.95 1.00
Frt 1.00 0.97 1.00 0.85
Flt Protected 0.99 1.00 0.99 1.00
Satd. Flow (prot) 3164 2930 4436 1353
Flt Permitted 0.82 1.00 0.99 1.00
Satd. Flow (perm) 2612 2930 4436 1353
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 86 501 0 0 375 98 79 181 24 0 0 0
RTOR Reduction (vph) 0 0 0 0 34 0 0 0 15 0 0 0
Lane Group Flow (vph) 0 587 0 0 439 0 0 260 9 0 0 0
Confl. Peds. (#/hr) 284 173 173 284 176 105 105 176
Confl. Bikes (#/hr) 31 23 38
Heavy Vehicles (%) 2% 1% 0% 0% 3% 0% 1% 1% 0% 0% 0% 0%
Parking (#/hr) 3 3 5 3
Turn Type Perm NA NA Perm NA Perm
Protected Phases 4 4 2
Permitted Phases 4 2 2
Actuated Green, G (s) 36.0 36.0 26.0 26.0
Effective Green, g (s) 36.0 36.0 26.0 26.0
Actuated g/C Ratio 0.51 0.51 0.37 0.37
Clearance Time (s) 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1343 1506 1647 502
v/s Ratio Prot 0.15
v/s Ratio Perm c0.22 0.06 0.01
v/c Ratio 0.44 0.29 0.16 0.02
Uniform Delay, d1 10.7 9.7 14.7 13.9
Progression Factor 0.19 0.28 1.00 1.00
Incremental Delay, d2 0.8 0.5 0.2 0.1
Delay (s) 2.9 3.2 14.9 14.0
Level of Service A A B B
Approach Delay (s) 2.9 3.2 14.8 0.0
Approach LOS A A B A
Intersection Summary
HCM 2000 Control Delay 5.5 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.32
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 6: Webster St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 461 83 32 362 0 0 0 0 123 460 56 Future Volume (vph) 0 461 83 32 362 0 0 0 0 123 460 56
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0
Lane Util. Factor 0.95 0.95 0.91
Frpb, ped/bikes 0.98 1.00 0.99
Flpb, ped/bikes 1.00 1.00 0.99
Frt 0.98 1.00 0.99
Flt Protected 1.00 1.00 0.99
Satd. Flow (prot) 3102 3196 4572
Flt Permitted 1.00 0.89 0.99
Satd. Flow (perm) 3102 2846 4572
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 461 83 32 362 0 0 0 0 123 460 56
RTOR Reduction (vph) 0 21 0 0 0 0 0 0 0 0 16 0
Lane Group Flow (vph) 0 523 0 0 394 0 0 0 0 0 623 0
Confl. Peds. (#/hr) 213 114 114 213 70 61 61 70
Confl. Bikes (#/hr) 28 17 11
Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 0% 1% 1%
Parking (#/hr) 1 3 3 3
Turn Type NA Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 30.0 30.0 30.0
Effective Green, g (s) 30.0 30.0 30.0
Actuated g/C Ratio 0.43 0.43 0.43
Clearance Time (s) 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0
Lane Grp Cap (vph) 1329 1219 1959
v/s Ratio Prot c0.17
v/s Ratio Perm 0.14 0.14
v/c Ratio 0.39 0.32 0.32
Uniform Delay, d1 13.7 13.3 13.2
Progression Factor 0.50 0.85 1.00
Incremental Delay, d2 0.8 0.7 0.4
Delay (s) 7.6 12.0 13.7
Level of Service A B B
Approach Delay (s) 7.6 12.0 0.0 13.7
Approach LOS A B A B
Intersection Summary
HCM 2000 Control Delay 11.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.36
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 7: Harrison St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 70 466 26 10 289 48 86 427 21 79 155 42 Future Volume (vph) 70 466 26 10 289 48 86 427 21 79 155 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.0 5.0
Lane Util. Factor 0.95 0.95 0.95 0.95
Frpb, ped/bikes 1.00 0.96 1.00 0.99
Flpb, ped/bikes 0.98 1.00 0.99 0.99
Frt 0.99 0.98 0.99 0.98
Flt Protected 0.99 1.00 0.99 0.99
Satd. Flow (prot) 3121 3058 3191 3086
Flt Permitted 0.86 0.94 0.84 0.73
Satd. Flow (perm) 2706 2875 2717 2287
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 70 466 26 10 289 48 86 427 21 79 155 42 RTOR Reduction (vph) 0 5 0 0 18 0 0 4 0 0 21 0
Lane Group Flow (vph) 0 557 0 0 329 0 0 530 0 0 255 0
Confl. Peds. (#/hr) 237 68 68 237 74 52 52 74
Confl. Bikes (#/hr) 41 29 7 4
Heavy Vehicles (%) 0% 2% 0% 0% 2% 2% 0% 1% 6% 0% 1% 0%
Parking (#/hr) 3 1 1 3
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 31.0 31.0 29.5 29.5
Effective Green, g (s) 31.0 31.0 29.5 29.5
Actuated g/C Ratio 0.44 0.44 0.42 0.42
Clearance Time (s) 4.5 4.5 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1198 1273 1145 963
v/s Ratio Prot
v/s Ratio Perm c0.21 0.11 c0.20 0.11
v/c Ratio 0.46 0.26 0.46 0.26
Uniform Delay, d1 13.7 12.3 14.6 13.2
Progression Factor 1.47 0.64 1.00 1.00
Incremental Delay, d2 1.2 0.5 1.3 0.7
Delay (s) 21.3 8.3 15.9 13.9
Level of Service C A B B
Approach Delay (s) 21.3 8.3 15.9 13.9
Approach LOS C A B B
Intersection Summary
HCM 2000 Control Delay 15.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.5 Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 8: Madison St & 14th St
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 491 70 31 273 0 0 0 0 182 281 43 Future Volume (vph) 0 491 70 31 273 0 0 0 0 182 281 43
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 5.0 5.0
Lane Util. Factor 0.95 0.95 1.00 0.95
Frpb, ped/bikes 0.98 1.00 1.00 0.99
Flpb, ped/bikes 1.00 0.99 0.93 1.00
Frt 0.98 1.00 1.00 0.98
Flt Protected 1.00 0.99 0.95 1.00
Satd. Flow (prot) 3140 3162 1631 3128
Flt Permitted 1.00 0.88 0.95 1.00
Satd. Flow (perm) 3140 2792 1631 3128
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 491 70 31 273 0 0 0 0 182 281 43
RTOR Reduction (vph) 0 16 0 0 0 0 0 0 0 0 17 0
Lane Group Flow (vph) 0 545 0 0 304 0 0 0 0 182 307 0
Confl. Peds. (#/hr) 163 107 107 163 78 59 59 78
Confl. Bikes (#/hr) 33 21 2
Heavy Vehicles (%) 0% 1% 5% 17% 2% 0% 0% 0% 0% 0% 2% 0% Parking (#/hr) 1 1 3 3
Turn Type NA Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 31.0 31.0 30.0 30.0
Effective Green, g (s) 31.0 31.0 30.0 30.0
Actuated g/C Ratio 0.44 0.44 0.43 0.43
Clearance Time (s) 4.0 4.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1390 1236 699 1340
v/s Ratio Prot c0.17 0.10
v/s Ratio Perm 0.11 c0.11
v/c Ratio 0.39 0.25 0.26 0.23
Uniform Delay, d1 13.1 12.2 12.9 12.7
Progression Factor 1.72 1.23 1.00 1.00
Incremental Delay, d2 0.8 0.5 0.9 0.4
Delay (s) 23.4 15.5 13.8 13.1
Level of Service C B B B
Approach Delay (s) 23.4 15.5 0.0 13.3
Approach LOS C B A B
Intersection Summary
HCM 2000 Control Delay 17.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.33
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 9: Oak St & 14th St/Lake Merritt Blvd
Existing PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 58 603 1 0 222 146 80 281 37 0 0 0 Future Volume (vph) 58 603 1 0 222 146 80 281 37 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0
Lane Util. Factor 0.95 0.95 1.00 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.86 1.00 0.92
Flpb, ped/bikes 0.99 1.00 1.00 0.98 1.00
Frt 1.00 1.00 0.85 1.00 0.85
Flt Protected 1.00 1.00 1.00 0.99 1.00
Satd. Flow (prot) 3236 3388 1346 3160 1439
Flt Permitted 0.90 1.00 1.00 0.99 1.00
Satd. Flow (perm) 2914 3388 1346 3160 1439
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 58 603 1 0 222 146 80 281 37 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 103 0 0 17 0 0 0
Lane Group Flow (vph) 0 662 0 0 222 43 0 361 20 0 0 0
Confl. Peds. (#/hr) 102 27 27 102 128 72 72 128
Confl. Bikes (#/hr) 42 15 24
Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 5% 0% 0% 0% 0% 0%
Parking (#/hr) 1 1
Turn Type Perm NA NA Perm Perm NA Perm
Protected Phases 2 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 20.8 20.8 20.8 37.2 37.2
Effective Green, g (s) 20.8 20.8 20.8 37.2 37.2
Actuated g/C Ratio 0.30 0.30 0.30 0.53 0.53
Clearance Time (s) 6.0 6.0 6.0 6.0 6.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 865 1006 399 1679 764
v/s Ratio Prot 0.07
v/s Ratio Perm c0.23 0.03 0.11 0.01
v/c Ratio 0.77 0.22 0.11 0.22 0.03
Uniform Delay, d1 22.4 18.5 17.9 8.7 7.8
Progression Factor 1.10 1.00 1.00 1.00 1.00
Incremental Delay, d2 3.5 0.0 0.0 0.3 0.1
Delay (s) 28.0 18.5 17.9 9.0 7.9
Level of Service C B B A A
Approach Delay (s) 28.0 18.3 8.9 0.0
Approach LOS C B A A
Intersection Summary
HCM 2000 Control Delay 20.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.41
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 1: Brush St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 401 76 42 600 0 0 0 0 347 476 326 Future Volume (vph) 0 401 76 42 600 0 0 0 0 347 476 326 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.91
Frpb, ped/bikes 1.00 0.91 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 0.97 1.00 1.00
Frt 1.00 0.85 1.00 1.00 0.96
Flt Protected 1.00 1.00 0.95 1.00 0.99
Satd. Flow (prot) 1766 1343 1694 1717 4432
Flt Permitted 1.00 1.00 0.40 1.00 0.99
Satd. Flow (perm) 1766 1343 709 1717 4432
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 401 76 42 600 0 0 0 0 347 476 326
RTOR Reduction (vph) 0 0 45 0 0 0 0 0 0 0 91 0
Lane Group Flow (vph) 0 401 31 42 600 0 0 0 0 0 1058 0
Confl. Peds. (#/hr) 37 49 49 37 12 1 1 12
Confl. Bikes (#/hr) 27 7
Heavy Vehicles (%) 0% 4% 6% 0% 7% 0% 0% 0% 0% 1% 3% 0%
Parking (#/hr) 3
Turn Type NA Perm Perm NA Perm NA
Protected Phases 4 8 6
Permitted Phases 4 8 6
Actuated Green, G (s) 28.4 28.4 28.4 28.4 31.6
Effective Green, g (s) 28.4 28.4 28.4 28.4 31.6
Actuated g/C Ratio 0.41 0.41 0.41 0.41 0.45
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 716 544 287 696 2000
v/s Ratio Prot 0.23 c0.35
v/s Ratio Perm 0.02 0.06 0.24
v/c Ratio 0.56 0.06 0.15 0.86 0.53
Uniform Delay, d1 16.0 12.7 13.1 19.0 13.8
Progression Factor 1.00 1.00 1.15 0.99 1.00
Incremental Delay, d2 0.6 0.0 0.1 9.6 1.0
Delay (s) 16.6 12.7 15.2 28.4 14.8
Level of Service B B B C B
Approach Delay (s) 16.0 27.6 0.0 14.8
Approach LOS B C A B
Intersection Summary
HCM 2000 Control Delay 18.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 2: Castro St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 239 516 0 0 508 153 148 161 60 0 0 0 Future Volume (vph) 239 516 0 0 508 153 148 161 60 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.91
Frpb, ped/bikes 1.00 1.00 1.00 0.94 0.99
Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 0.98
Flt Protected 0.95 1.00 1.00 1.00 0.98
Satd. Flow (prot) 1625 1818 1566 1421 4294
Flt Permitted 0.44 1.00 1.00 1.00 0.98
Satd. Flow (perm) 760 1818 1566 1421 4294
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 239 516 0 0 508 153 148 161 60 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 46 0 49 0 0 0 0
Lane Group Flow (vph) 239 516 0 0 508 107 0 320 0 0 0 0 Confl. Peds. (#/hr) 40 58 58 40 8 8
Confl. Bikes (#/hr) 26 7
Heavy Vehicles (%) 5% 1% 0% 0% 5% 3% 6% 7% 6% 0% 0% 0%
Parking (#/hr) 1 5
Turn Type Perm NA NA Perm Perm NA
Protected Phases 4 8 2
Permitted Phases 4 8 2
Actuated Green, G (s) 48.9 48.9 48.9 48.9 11.1
Effective Green, g (s) 48.9 48.9 48.9 48.9 11.1
Actuated g/C Ratio 0.70 0.70 0.70 0.70 0.16
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 530 1270 1093 992 680
v/s Ratio Prot 0.28 c0.32
v/s Ratio Perm 0.31 0.08 0.07
v/c Ratio 0.45 0.41 0.46 0.11 0.47
Uniform Delay, d1 4.6 4.4 4.7 3.4 26.8
Progression Factor 1.11 1.12 1.00 1.00 1.00
Incremental Delay, d2 2.4 0.8 1.4 0.2 0.2
Delay (s) 7.6 5.8 6.1 3.7 27.0
Level of Service A A A A C
Approach Delay (s) 6.4 5.6 27.0 0.0
Approach LOS A A C A
Intersection Summary
HCM 2000 Control Delay 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 3: Clay St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 51 442 44 55 499 93 14 89 54 69 63 24 Future Volume (vph) 51 442 44 55 499 93 14 89 54 69 63 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 0.98 0.96 0.91 0.96
Flpb, ped/bikes 0.99 0.99 0.98 0.92
Frt 0.99 0.98 0.95 0.98
Flt Protected 1.00 1.00 1.00 0.98
Satd. Flow (prot) 1714 1650 1458 1365
Flt Permitted 0.90 0.92 0.97 0.83
Satd. Flow (perm) 1558 1532 1421 1159
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 51 442 44 55 499 93 14 89 54 69 63 24
RTOR Reduction (vph) 0 5 0 0 9 0 0 27 0 0 9 0
Lane Group Flow (vph) 0 532 0 0 638 0 0 130 0 0 147 0
Confl. Peds. (#/hr) 163 152 152 163 148 135 135 148
Confl. Bikes (#/hr) 7 9 3 4
Heavy Vehicles (%) 0% 2% 6% 0% 3% 5% 11% 5% 10% 0% 0% 5% Parking (#/hr) 3
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 40.0 40.0 20.0 20.0
Effective Green, g (s) 40.0 40.0 20.0 20.0
Actuated g/C Ratio 0.57 0.57 0.29 0.29
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 890 875 406 331
v/s Ratio Prot
v/s Ratio Perm 0.34 c0.42 0.09 c0.13
v/c Ratio 0.60 0.73 0.32 0.44
Uniform Delay, d1 9.8 11.0 19.7 20.4
Progression Factor 1.00 0.76 1.00 1.00
Incremental Delay, d2 3.0 2.5 2.1 4.3
Delay (s) 12.7 10.8 21.7 24.7
Level of Service B B C C
Approach Delay (s) 12.7 10.8 21.7 24.7
Approach LOS B B C C
Intersection Summary
HCM 2000 Control Delay 14.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 82.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 4: Broadway & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 276 82 15 608 99 2 280 18 1 510 86 Future Volume (vph) 2 276 82 15 608 99 2 280 18 1 510 86 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 5.5 5.5
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95
Frpb, ped/bikes 1.00 0.71 0.96 0.97 0.92
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.98 0.99 0.98
Flt Protected 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1795 1051 1478 2879 2779
Flt Permitted 1.00 1.00 0.99 0.95 0.95
Satd. Flow (perm) 1790 1051 1468 2741 2653
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 2 276 82 15 608 99 2 280 18 1 510 86
RTOR Reduction (vph) 0 0 19 0 7 0 0 7 0 0 19 0
Lane Group Flow (vph) 0 278 63 0 715 0 0 293 0 0 578 0
Confl. Peds. (#/hr) 303 292 292 303 332 373 373 332
Confl. Bikes (#/hr) 5 14 1 27
Heavy Vehicles (%) 33% 2% 6% 50% 2% 2% 0% 17% 4% 0% 15% 4% Parking (#/hr) 3
Turn Type Perm NA Perm Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 4 2 2
Actuated Green, G (s) 36.3 36.3 36.3 23.7 23.7
Effective Green, g (s) 36.3 36.3 36.3 23.7 23.7
Actuated g/C Ratio 0.52 0.52 0.52 0.34 0.34
Clearance Time (s) 4.5 4.5 4.5 5.5 5.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 928 545 761 928 898
v/s Ratio Prot
v/s Ratio Perm 0.16 0.06 c0.49 0.11 c0.22
v/c Ratio 0.30 0.12 0.94 0.32 0.64
Uniform Delay, d1 9.6 8.6 15.8 17.1 19.6
Progression Factor 0.88 0.88 1.80 1.00 1.00
Incremental Delay, d2 0.1 0.0 9.8 0.9 3.5
Delay (s) 8.5 7.6 38.3 18.0 23.1
Level of Service A A D B C
Approach Delay (s) 8.3 38.3 18.0 23.1
Approach LOS A D B C
Intersection Summary
HCM 2000 Control Delay 25.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 88.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 5: Franklin St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 71 219 0 0 688 128 37 165 8 0 0 0
Future Volume (vph) 71 219 0 0 688 128 37 165 8 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95
Frpb, ped/bikes 1.00 0.95 0.99
Flpb, ped/bikes 0.99 1.00 0.95
Frt 1.00 0.98 0.99
Flt Protected 0.99 1.00 0.99
Satd. Flow (prot) 1571 1472 2961
Flt Permitted 0.59 1.00 0.99
Satd. Flow (perm) 934 1472 2961
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 71 219 0 0 688 128 37 165 8 0 0 0
RTOR Reduction (vph) 0 0 0 0 10 0 0 4 0 0 0 0
Lane Group Flow (vph) 0 290 0 0 806 0 0 206 0 0 0 0
Confl. Peds. (#/hr) 332 165 165 332 168 111 111 168
Confl. Bikes (#/hr) 4 52 9
Heavy Vehicles (%) 2% 2% 0% 0% 3% 1% 4% 3% 5% 0% 0% 0%
Parking (#/hr) 1 3 3 1
Turn Type Perm NA NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 41.0 41.0 21.0
Effective Green, g (s) 41.0 41.0 21.0
Actuated g/C Ratio 0.59 0.59 0.30
Clearance Time (s) 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 2.0
Lane Grp Cap (vph) 547 862 888
v/s Ratio Prot c0.55
v/s Ratio Perm 0.31 0.07
v/c Ratio 0.53 0.94 0.23
Uniform Delay, d1 8.7 13.3 18.4
Progression Factor 1.48 0.67 1.00
Incremental Delay, d2 3.5 18.3 0.6
Delay (s) 16.5 27.1 19.0
Level of Service B C B
Approach Delay (s) 16.5 27.1 19.0 0.0
Approach LOS B C B A
Intersection Summary
HCM 2000 Control Delay 23.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 6: Webster St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 193 31 28 407 0 0 0 0 104 157 49 Future Volume (vph) 0 193 31 28 407 0 0 0 0 104 157 49
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 0.91
Frpb, ped/bikes 1.00 0.91 1.00 0.97
Flpb, ped/bikes 1.00 1.00 1.00 0.97
Frt 1.00 0.85 1.00 0.98
Flt Protected 1.00 1.00 1.00 0.98
Satd. Flow (prot) 1596 1392 1599 4309
Flt Permitted 1.00 1.00 0.98 0.98
Satd. Flow (perm) 1596 1392 1566 4309
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 193 31 28 407 0 0 0 0 104 157 49
RTOR Reduction (vph) 0 0 13 0 0 0 0 0 0 0 36 0
Lane Group Flow (vph) 0 193 18 0 435 0 0 0 0 0 274 0
Confl. Peds. (#/hr) 256 66 66 256 70 44 44 70
Confl. Bikes (#/hr) 9 62 37
Heavy Vehicles (%) 0% 3% 2% 3% 2% 0% 0% 0% 0% 0% 1% 6%
Parking (#/hr) 1 1 1 1
Turn Type NA Perm Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 4 2
Actuated Green, G (s) 41.0 41.0 41.0 19.0
Effective Green, g (s) 41.0 41.0 41.0 19.0
Actuated g/C Ratio 0.59 0.59 0.59 0.27
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 934 815 917 1169
v/s Ratio Prot 0.12
v/s Ratio Perm 0.01 c0.28 0.06
v/c Ratio 0.21 0.02 0.47 0.23
Uniform Delay, d1 6.8 6.1 8.3 19.8
Progression Factor 0.33 0.27 0.46 1.00
Incremental Delay, d2 0.4 0.0 0.8 0.5
Delay (s) 2.7 1.7 4.6 20.3
Level of Service A A A C
Approach Delay (s) 2.5 4.6 0.0 20.3
Approach LOS A A A C
Intersection Summary
HCM 2000 Control Delay 9.1 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.40
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 7: Harrison St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 35 241 140 15 654 136 134 478 28 25 78 23 Future Volume (vph) 35 241 140 15 654 136 134 478 28 25 78 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.0 5.0
Lane Util. Factor 1.00 1.00 0.95 0.95
Frpb, ped/bikes 0.98 0.96 1.00 0.97
Flpb, ped/bikes 1.00 1.00 0.98 0.99
Frt 0.95 0.98 0.99 0.97
Flt Protected 1.00 1.00 0.99 0.99
Satd. Flow (prot) 1505 1500 3091 2980
Flt Permitted 0.91 0.99 0.85 0.81
Satd. Flow (perm) 1375 1488 2654 2442
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 35 241 140 15 654 136 134 478 28 25 78 23 RTOR Reduction (vph) 0 26 0 0 11 0 0 5 0 0 16 0
Lane Group Flow (vph) 0 390 0 0 794 0 0 635 0 0 110 0
Confl. Peds. (#/hr) 199 49 49 199 76 48 48 76
Confl. Bikes (#/hr) 11 67 6 2
Heavy Vehicles (%) 0% 2% 0% 15% 3% 1% 2% 1% 24% 4% 4% 0% Parking (#/hr) 1 1 1 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 40.5 40.5 20.0 20.0
Effective Green, g (s) 40.5 40.5 20.0 20.0
Actuated g/C Ratio 0.58 0.58 0.29 0.29
Clearance Time (s) 4.5 4.5 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 795 860 758 697
v/s Ratio Prot
v/s Ratio Perm 0.28 c0.53 c0.24 0.04
v/c Ratio 0.49 0.92 0.84 0.16
Uniform Delay, d1 8.7 13.4 23.5 18.7
Progression Factor 1.36 0.22 1.00 1.00
Incremental Delay, d2 2.1 12.2 10.7 0.5
Delay (s) 13.9 15.2 34.2 19.2
Level of Service B B C B
Approach Delay (s) 13.9 15.2 34.2 19.2
Approach LOS B B C B
Intersection Summary
HCM 2000 Control Delay 21.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.5 Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 8: Madison St & 14th St
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 186 91 40 722 0 0 0 0 55 150 40
Future Volume (vph) 0 186 91 40 722 0 0 0 0 55 150 40
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 0.95
Frpb, ped/bikes 0.98 1.00 1.00 0.97
Flpb, ped/bikes 1.00 1.00 0.84 1.00
Frt 0.96 1.00 1.00 0.97
Flt Protected 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1480 1600 1451 3058
Flt Permitted 1.00 0.97 0.95 1.00
Satd. Flow (perm) 1480 1563 1451 3058
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 186 91 40 722 0 0 0 0 55 150 40
RTOR Reduction (vph) 0 25 0 0 0 0 0 0 0 0 29 0
Lane Group Flow (vph) 0 252 0 0 762 0 0 0 0 55 161 0
Confl. Peds. (#/hr) 140 53 53 140 66 87 87 66
Confl. Bikes (#/hr) 6 60 12
Heavy Vehicles (%) 0% 4% 3% 7% 2% 0% 0% 0% 0% 1% 1% 0%
Parking (#/hr) 1 1 1 3
Turn Type NA Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 42.0 42.0 19.0 19.0
Effective Green, g (s) 42.0 42.0 19.0 19.0
Actuated g/C Ratio 0.60 0.60 0.27 0.27
Clearance Time (s) 4.0 4.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 888 937 393 830
v/s Ratio Prot 0.17 c0.05
v/s Ratio Perm c0.49 0.04
v/c Ratio 0.28 0.81 0.14 0.19
Uniform Delay, d1 6.7 10.9 19.3 19.6
Progression Factor 0.65 0.99 1.00 1.00
Incremental Delay, d2 0.7 5.0 0.7 0.5
Delay (s) 5.1 15.9 20.1 20.1
Level of Service A B C C
Approach Delay (s) 5.1 15.9 0.0 20.1
Approach LOS A B A C
Intersection Summary
HCM 2000 Control Delay 14.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 9: Oak St & 14th St/Lake Merritt Blvd
Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 28 216 0 0 668 440 105 338 26 0 0 0 Future Volume (vph) 28 216 0 0 668 440 105 338 26 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0
Lane Util. Factor 1.00 1.00 1.00 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.87 1.00 0.91
Flpb, ped/bikes 1.00 1.00 1.00 0.96 1.00
Frt 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.99 1.00 1.00 0.99 1.00
Satd. Flow (prot) 1577 1801 1320 2996 1416
Flt Permitted 0.69 1.00 1.00 0.99 1.00
Satd. Flow (perm) 1087 1801 1320 2996 1416
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 28 216 0 0 668 440 105 338 26 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 135 0 0 15 0 0 0
Lane Group Flow (vph) 0 244 0 0 668 305 0 443 11 0 0 0
Confl. Peds. (#/hr) 78 23 23 78 138 50 50 138
Confl. Bikes (#/hr) 4 63 8
Heavy Vehicles (%) 7% 3% 0% 0% 2% 3% 6% 3% 0% 0% 0% 0%
Parking (#/hr) 1 3
Turn Type Perm NA NA Perm Perm NA Perm
Protected Phases 2 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 29.6 29.6 29.6 28.4 28.4
Effective Green, g (s) 29.6 29.6 29.6 28.4 28.4
Actuated g/C Ratio 0.42 0.42 0.42 0.41 0.41
Clearance Time (s) 6.0 6.0 6.0 6.0 6.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 459 761 558 1215 574
v/s Ratio Prot c0.37
v/s Ratio Perm 0.22 0.23 0.15 0.01
v/c Ratio 0.53 0.88 0.55 0.36 0.02
Uniform Delay, d1 15.0 18.5 15.2 14.5 12.5
Progression Factor 1.05 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.6 10.9 0.6 0.8 0.1
Delay (s) 16.4 29.4 15.8 15.4 12.5
Level of Service B C B B B
Approach Delay (s) 16.4 24.0 15.2 0.0
Approach LOS B C B A
Intersection Summary
HCM 2000 Control Delay 20.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 1: Brush St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 558 142 47 300 0 0 0 0 172 285 137 Future Volume (vph) 0 558 142 47 300 0 0 0 0 172 285 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.91
Frpb, ped/bikes 1.00 0.93 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 0.98 1.00 1.00
Frt 1.00 0.85 1.00 1.00 0.97
Flt Protected 1.00 1.00 0.95 1.00 0.99
Satd. Flow (prot) 1818 1395 1711 1801 4496
Flt Permitted 1.00 1.00 0.37 1.00 0.99
Satd. Flow (perm) 1818 1395 674 1801 4496
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 558 142 47 300 0 0 0 0 172 285 137
RTOR Reduction (vph) 0 0 59 0 0 0 0 0 0 0 103 0
Lane Group Flow (vph) 0 558 83 47 300 0 0 0 0 0 491 0
Confl. Peds. (#/hr) 41 47 47 41 11 2 2 11
Confl. Bikes (#/hr) 19 19
Heavy Vehicles (%) 0% 1% 4% 0% 2% 0% 0% 0% 0% 1% 2% 0%
Parking (#/hr) 3
Turn Type NA Perm Perm NA Perm NA
Protected Phases 4 8 6
Permitted Phases 4 8 6
Actuated Green, G (s) 35.0 35.0 35.0 35.0 15.0
Effective Green, g (s) 35.0 35.0 35.0 35.0 15.0
Actuated g/C Ratio 0.58 0.58 0.58 0.58 0.25
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 1060 813 393 1050 1124
v/s Ratio Prot c0.31 0.17
v/s Ratio Perm 0.06 0.07 0.11
v/c Ratio 0.53 0.10 0.12 0.29 0.44
Uniform Delay, d1 7.5 5.5 5.6 6.2 18.9
Progression Factor 1.00 1.00 0.99 0.88 1.00
Incremental Delay, d2 1.9 0.3 0.6 0.7 0.1
Delay (s) 9.4 5.8 6.1 6.2 19.0
Level of Service A A A A B
Approach Delay (s) 8.7 6.2 0.0 19.0
Approach LOS A A A B
Intersection Summary
HCM 2000 Control Delay 11.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 2: Castro St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 229 487 0 0 274 343 70 279 50 0 0 0 Future Volume (vph) 229 487 0 0 274 343 70 279 50 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.91
Frpb, ped/bikes 1.00 1.00 1.00 0.93 0.99
Flpb, ped/bikes 0.97 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 0.98
Flt Protected 0.95 1.00 1.00 1.00 0.99
Satd. Flow (prot) 1684 1818 1596 1442 4608
Flt Permitted 0.59 1.00 1.00 1.00 0.99
Satd. Flow (perm) 1048 1818 1596 1442 4608
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 229 487 0 0 274 343 70 279 50 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 114 0 39 0 0 0 0
Lane Group Flow (vph) 229 487 0 0 274 229 0 360 0 0 0 0 Confl. Peds. (#/hr) 48 49 49 48 15 15
Confl. Bikes (#/hr) 17 18 1
Heavy Vehicles (%) 0% 1% 0% 0% 3% 1% 3% 1% 0% 0% 0% 0%
Parking (#/hr) 1 3
Turn Type Perm NA NA Perm Perm NA
Protected Phases 4 8 2
Permitted Phases 4 8 2
Actuated Green, G (s) 39.2 39.2 39.2 39.2 10.8
Effective Green, g (s) 39.2 39.2 39.2 39.2 10.8
Actuated g/C Ratio 0.65 0.65 0.65 0.65 0.18
Clearance Time (s) 5.0 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 684 1187 1042 942 829
v/s Ratio Prot c0.27 0.17
v/s Ratio Perm 0.22 0.16 0.08
v/c Ratio 0.33 0.41 0.26 0.24 0.43
Uniform Delay, d1 4.6 4.9 4.4 4.3 21.9
Progression Factor 0.61 0.61 0.96 2.16 1.00
Incremental Delay, d2 1.2 0.9 0.5 0.5 0.1
Delay (s) 4.0 4.0 4.6 9.7 22.0
Level of Service A A A A C
Approach Delay (s) 4.0 7.5 22.0 0.0
Approach LOS A A C A
Intersection Summary
HCM 2000 Control Delay 9.4 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.42
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 3: Clay St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 17 544 37 56 472 80 15 95 42 49 113 29 Future Volume (vph) 17 544 37 56 472 80 15 95 42 49 113 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 0.98 0.96 0.96 0.96
Flpb, ped/bikes 1.00 0.99 0.98 0.98
Frt 0.99 0.98 0.96 0.98
Flt Protected 1.00 1.00 1.00 0.99
Satd. Flow (prot) 1740 1675 1654 1485
Flt Permitted 0.98 0.91 0.97 0.89
Satd. Flow (perm) 1707 1537 1605 1344
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 17 544 37 56 472 80 15 95 42 49 113 29
RTOR Reduction (vph) 0 4 0 0 9 0 0 23 0 0 11 0
Lane Group Flow (vph) 0 594 0 0 599 0 0 129 0 0 180 0
Confl. Peds. (#/hr) 200 175 175 200 145 139 139 145
Confl. Bikes (#/hr) 14 14 13 8
Heavy Vehicles (%) 0% 2% 9% 3% 2% 0% 0% 1% 0% 0% 1% 0%
Parking (#/hr) 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 30.0 30.0 20.0 20.0
Effective Green, g (s) 30.0 30.0 20.0 20.0
Actuated g/C Ratio 0.50 0.50 0.33 0.33
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 853 768 535 448
v/s Ratio Prot
v/s Ratio Perm 0.35 c0.39 0.08 c0.13
v/c Ratio 0.70 0.78 0.24 0.40
Uniform Delay, d1 11.5 12.3 14.5 15.4
Progression Factor 0.98 1.00 1.00 1.00
Incremental Delay, d2 4.5 7.7 1.1 2.7
Delay (s) 15.7 20.0 15.6 18.1
Level of Service B C B B
Approach Delay (s) 15.7 20.0 15.6 18.1
Approach LOS B C B B
Intersection Summary
HCM 2000 Control Delay 17.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 87.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 4: Broadway & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 547 116 3 357 80 2 374 35 9 681 91 Future Volume (vph) 8 547 116 3 357 80 2 374 35 9 681 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 5.5 5.5
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95
Frpb, ped/bikes 1.00 0.69 0.94 0.95 0.94
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.98 0.99 0.98
Flt Protected 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1814 1037 1471 2886 2990
Flt Permitted 0.99 1.00 1.00 0.95 0.95
Satd. Flow (perm) 1804 1037 1468 2749 2841
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 8 547 116 3 357 80 2 374 35 9 681 91
RTOR Reduction (vph) 0 0 23 0 10 0 0 9 0 0 13 0
Lane Group Flow (vph) 0 555 93 0 430 0 0 402 0 0 768 0
Confl. Peds. (#/hr) 336 311 311 336 414 411 411 414
Confl. Bikes (#/hr) 23 24 35 7
Heavy Vehicles (%) 0% 1% 4% 0% 3% 1% 0% 15% 0% 0% 8% 0% Parking (#/hr) 1
Turn Type Perm NA Perm Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 4 2 2
Actuated Green, G (s) 28.2 28.2 28.2 31.8 31.8
Effective Green, g (s) 28.2 28.2 28.2 31.8 31.8
Actuated g/C Ratio 0.40 0.40 0.40 0.45 0.45
Clearance Time (s) 4.5 4.5 4.5 5.5 5.5
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 726 417 591 1248 1290
v/s Ratio Prot
v/s Ratio Perm c0.31 0.09 0.29 0.15 c0.27
v/c Ratio 0.76 0.22 0.73 0.32 0.60
Uniform Delay, d1 18.0 13.7 17.7 12.2 14.3
Progression Factor 1.00 1.00 1.53 1.00 1.00
Incremental Delay, d2 4.3 0.1 3.3 0.7 2.0
Delay (s) 22.4 13.8 30.4 12.9 16.3
Level of Service C B C B B
Approach Delay (s) 20.9 30.4 12.9 16.3
Approach LOS C C B B
Intersection Summary
HCM 2000 Control Delay 19.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.67
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 5: Franklin St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 86 501 0 0 375 98 79 181 24 0 0 0
Future Volume (vph) 86 501 0 0 375 98 79 181 24 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95
Frpb, ped/bikes 1.00 0.94 0.98
Flpb, ped/bikes 0.98 1.00 0.92
Frt 1.00 0.97 0.99
Flt Protected 0.99 1.00 0.99
Satd. Flow (prot) 1567 1453 2843
Flt Permitted 0.88 1.00 0.99
Satd. Flow (perm) 1386 1453 2843
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 86 501 0 0 375 98 79 181 24 0 0 0
RTOR Reduction (vph) 0 0 0 0 13 0 0 10 0 0 0 0
Lane Group Flow (vph) 0 587 0 0 460 0 0 274 0 0 0 0
Confl. Peds. (#/hr) 284 173 173 284 176 105 105 176
Confl. Bikes (#/hr) 31 23 38
Heavy Vehicles (%) 2% 1% 0% 0% 3% 0% 1% 1% 0% 0% 0% 0%
Parking (#/hr) 3 3 5 3
Turn Type Perm NA NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 41.0 41.0 21.0
Effective Green, g (s) 41.0 41.0 21.0
Actuated g/C Ratio 0.59 0.59 0.30
Clearance Time (s) 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 2.0
Lane Grp Cap (vph) 811 851 852
v/s Ratio Prot 0.32
v/s Ratio Perm c0.42 0.10
v/c Ratio 0.72 0.54 0.32
Uniform Delay, d1 10.4 8.8 19.0
Progression Factor 0.97 0.28 1.00
Incremental Delay, d2 4.3 2.3 1.0
Delay (s) 14.5 4.7 20.0
Level of Service B A B
Approach Delay (s) 14.5 4.7 20.0 0.0
Approach LOS B A B A
Intersection Summary
HCM 2000 Control Delay 12.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 86.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 6: Webster St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 461 83 32 362 0 0 0 0 123 460 56 Future Volume (vph) 0 461 83 32 362 0 0 0 0 123 460 56
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 0.91
Frpb, ped/bikes 1.00 0.85 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 0.98
Frt 1.00 0.85 1.00 0.99
Flt Protected 1.00 1.00 1.00 0.99
Satd. Flow (prot) 1612 1325 1580 4503
Flt Permitted 1.00 1.00 0.95 0.99
Satd. Flow (perm) 1612 1325 1501 4503
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 461 83 32 362 0 0 0 0 123 460 56
RTOR Reduction (vph) 0 0 34 0 0 0 0 0 0 0 16 0
Lane Group Flow (vph) 0 461 49 0 394 0 0 0 0 0 623 0
Confl. Peds. (#/hr) 213 114 114 213 70 61 61 70
Confl. Bikes (#/hr) 28 17 11
Heavy Vehicles (%) 0% 2% 0% 2% 2% 0% 0% 0% 0% 0% 1% 1%
Parking (#/hr) 1 3 3 3
Turn Type NA Perm Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 4 2
Actuated Green, G (s) 39.0 39.0 39.0 21.0
Effective Green, g (s) 39.0 39.0 39.0 21.0
Actuated g/C Ratio 0.56 0.56 0.56 0.30
Clearance Time (s) 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 898 738 836 1350
v/s Ratio Prot c0.29
v/s Ratio Perm 0.04 0.26 0.14
v/c Ratio 0.51 0.07 0.47 0.46
Uniform Delay, d1 9.6 7.1 9.3 19.9
Progression Factor 0.70 1.44 1.02 1.00
Incremental Delay, d2 1.5 0.1 1.7 1.1
Delay (s) 8.2 10.4 11.2 21.0
Level of Service A B B C
Approach Delay (s) 8.6 11.2 0.0 21.0
Approach LOS A B A C
Intersection Summary
HCM 2000 Control Delay 14.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 7: Harrison St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 70 466 26 10 289 48 86 427 21 79 155 42 Future Volume (vph) 70 466 26 10 289 48 86 427 21 79 155 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.0 5.0
Lane Util. Factor 1.00 1.00 0.95 0.95
Frpb, ped/bikes 1.00 0.97 1.00 0.98
Flpb, ped/bikes 0.98 1.00 0.99 0.99
Frt 0.99 0.98 0.99 0.98
Flt Protected 0.99 1.00 0.99 0.99
Satd. Flow (prot) 1546 1524 3167 3044
Flt Permitted 0.92 0.98 0.84 0.67
Satd. Flow (perm) 1428 1503 2672 2057
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 70 466 26 10 289 48 86 427 21 79 155 42 RTOR Reduction (vph) 0 3 0 0 8 0 0 4 0 0 21 0
Lane Group Flow (vph) 0 559 0 0 339 0 0 530 0 0 255 0
Confl. Peds. (#/hr) 237 68 68 237 74 52 52 74
Confl. Bikes (#/hr) 41 29 7 4
Heavy Vehicles (%) 0% 2% 0% 0% 2% 2% 0% 1% 6% 0% 1% 0%
Parking (#/hr) 3 1 1 3
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 4 2 2
Permitted Phases 4 4 2 2
Actuated Green, G (s) 40.5 40.5 20.0 20.0
Effective Green, g (s) 40.5 40.5 20.0 20.0
Actuated g/C Ratio 0.58 0.58 0.29 0.29
Clearance Time (s) 4.5 4.5 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 826 869 763 587
v/s Ratio Prot
v/s Ratio Perm c0.39 0.23 c0.20 0.12
v/c Ratio 0.68 0.39 0.69 0.43
Uniform Delay, d1 10.2 8.0 22.3 20.4
Progression Factor 1.57 0.75 1.00 1.00
Incremental Delay, d2 3.9 1.3 5.2 2.3
Delay (s) 19.9 7.3 27.4 22.7
Level of Service B A C C
Approach Delay (s) 19.9 7.3 27.4 22.7
Approach LOS B A C C
Intersection Summary
HCM 2000 Control Delay 20.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.5 Intersection Capacity Utilization 99.2% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 8: Madison St & 14th St
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 491 70 31 273 0 0 0 0 182 281 43 Future Volume (vph) 0 491 70 31 273 0 0 0 0 182 281 43
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 5.0 5.0
Lane Util. Factor 1.00 1.00 1.00 0.95
Frpb, ped/bikes 0.98 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 0.89 1.00
Frt 0.98 1.00 1.00 0.98
Flt Protected 1.00 0.99 0.95 1.00
Satd. Flow (prot) 1565 1573 1555 3100
Flt Permitted 1.00 0.93 0.95 1.00
Satd. Flow (perm) 1565 1467 1555 3100
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 491 70 31 273 0 0 0 0 182 281 43
RTOR Reduction (vph) 0 7 0 0 0 0 0 0 0 0 17 0
Lane Group Flow (vph) 0 554 0 0 304 0 0 0 0 182 307 0
Confl. Peds. (#/hr) 163 107 107 163 78 59 59 78
Confl. Bikes (#/hr) 33 21 2
Heavy Vehicles (%) 0% 1% 5% 17% 2% 0% 0% 0% 0% 0% 2% 0% Parking (#/hr) 1 1 3 3
Turn Type NA Perm NA Perm NA
Protected Phases 4 4 2
Permitted Phases 4 2
Actuated Green, G (s) 42.0 42.0 19.0 19.0
Effective Green, g (s) 42.0 42.0 19.0 19.0
Actuated g/C Ratio 0.60 0.60 0.27 0.27
Clearance Time (s) 4.0 4.0 5.0 5.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 939 880 422 841
v/s Ratio Prot c0.35 0.10
v/s Ratio Perm 0.21 c0.12
v/c Ratio 0.59 0.35 0.43 0.36
Uniform Delay, d1 8.7 7.1 21.0 20.6
Progression Factor 2.04 1.73 1.00 1.00
Incremental Delay, d2 2.1 1.0 3.2 1.2
Delay (s) 19.8 13.3 24.2 21.8
Level of Service B B C C
Approach Delay (s) 19.8 13.3 0.0 22.7
Approach LOS B B A C
Intersection Summary
HCM 2000 Control Delay 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 63.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis 14th Street Safe Streets 9: Oak St & 14th St/Lake Merritt Blvd
Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 58 603 1 0 222 146 80 281 37 0 0 0 Future Volume (vph) 58 603 1 0 222 146 80 281 37 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0
Lane Util. Factor 1.00 1.00 1.00 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.87 1.00 0.86
Flpb, ped/bikes 0.99 1.00 1.00 0.96 1.00
Frt 1.00 1.00 0.85 1.00 0.85
Flt Protected 1.00 1.00 1.00 0.99 1.00
Satd. Flow (prot) 1609 1783 1351 3111 1349
Flt Permitted 0.95 1.00 1.00 0.99 1.00
Satd. Flow (perm) 1538 1783 1351 3111 1349
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 58 603 1 0 222 146 80 281 37 0 0 0
RTOR Reduction (vph) 0 0 0 0 0 81 0 0 23 0 0 0
Lane Group Flow (vph) 0 662 0 0 222 65 0 361 14 0 0 0
Confl. Peds. (#/hr) 102 27 27 102 128 72 72 128
Confl. Bikes (#/hr) 42 15 24
Heavy Vehicles (%) 0% 1% 0% 0% 3% 0% 5% 0% 0% 0% 0% 0%
Parking (#/hr) 1 1
Turn Type Perm NA NA Perm Perm NA Perm
Protected Phases 2 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 31.3 31.3 31.3 26.7 26.7
Effective Green, g (s) 31.3 31.3 31.3 26.7 26.7
Actuated g/C Ratio 0.45 0.45 0.45 0.38 0.38
Clearance Time (s) 6.0 6.0 6.0 6.0 6.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 687 797 604 1186 514
v/s Ratio Prot 0.12
v/s Ratio Perm c0.43 0.05 0.12 0.01
v/c Ratio 0.96 0.28 0.11 0.30 0.03
Uniform Delay, d1 18.8 12.2 11.2 15.2 13.5
Progression Factor 1.15 1.00 1.00 1.00 1.00
Incremental Delay, d2 22.7 0.1 0.0 0.7 0.1
Delay (s) 44.3 12.3 11.3 15.8 13.6
Level of Service D B B B B
Approach Delay (s) 44.3 11.9 15.6 0.0
Approach LOS D B B A
Intersection Summary
HCM 2000 Control Delay 28.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 86.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group

Appendix C: 50th Percentile Queues Synchro Outputs

Queues 14th Street ATP Application
1: Brush St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 1
Lane Group EBT EBR WBL WBT SBT
Lane Group Flow (vph) 401 76 42 600 1149
v/c Ratio 0.48 0.20 0.21 0.74 0.42
Control Delay 23.8 6.3 22.6 28.7 7.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 23.8 6.3 22.6 28.7 7.9
Queue Length 50th (ft) 77 0 14 134 77
Queue Length 95th (ft) 105 26 40 172 128
Internal Link Dist (ft) 501 413 244
Turn Bay Length (ft) 200 300
Base Capacity (vph) 1057 473 255 1027 2734
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.38 0.16 0.16 0.58 0.42
Intersection Summary
Queues 14th Street ATP Application
2: Castro St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 2
Lane Group EBT WBT NBT
Lane Group Flow (vph) 755 661 369
v/c Ratio 0.51 0.31 0.50
Control Delay 5.6 1.8 24.1
Queue Delay 0.0 0.0 0.0
Total Delay 5.6 1.8 24.1
Queue Length 50th (ft) 21 12 46
Queue Length 95th (ft) 164 17 60
Internal Link Dist (ft) 413 1068 384
Turn Bay Length (ft)
Base Capacity (vph) 1495 2129 1271
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.51 0.31 0.29
Intersection Summary
Queues 14th Street ATP Application
3: Clay St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 3
Lane Group EBT WBT NBT NBR SBT
Lane Group Flow (vph) 537 647 103 54 156
v/c Ratio 0.37 0.45 0.18 0.12 0.19
Control Delay 11.2 2.2 17.3 5.9 14.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.2 2.2 17.3 5.9 14.3
Queue Length 50th (ft) 95 9 31 0 20
Queue Length 95th (ft) 15 15 64 22 40
Internal Link Dist (ft) 1068 698 415 424
Turn Bay Length (ft) 50
Base Capacity (vph) 1447 1424 560 447 829
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.37 0.45 0.18 0.12 0.19
Intersection Summary
Queues 14th Street ATP Application
4: Broadway & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 4
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 360 722 300 597
v/c Ratio 0.36 0.77 0.20 0.41
Control Delay 19.3 43.4 8.8 11.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 19.3 43.4 8.8 11.0
Queue Length 50th (ft) 71 172 32 75
Queue Length 95th (ft) 102 227 52 111
Internal Link Dist (ft) 698 320 311 333
Turn Bay Length (ft)
Base Capacity (vph) 1011 964 1481 1457
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.36 0.75 0.20 0.41
Intersection Summary
Queues 14th Street ATP Application
5: Franklin St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 5
Lane Group EBT WBT NBT NBR
Lane Group Flow (vph) 290 816 202 8
v/c Ratio 0.24 0.51 0.13 0.02
Control Delay 3.4 6.1 15.5 5.1
Queue Delay 0.0 0.1 0.0 0.0
Total Delay 3.4 6.2 15.5 5.1
Queue Length 50th (ft) 5 48 20 0
Queue Length 95th (ft) 6 67 35 6
Internal Link Dist (ft) 320 292 298
Turn Bay Length (ft) 50
Base Capacity (vph) 1208 1591 1603 474
Starvation Cap Reductn 0 157 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.24 0.57 0.13 0.02
Intersection Summary
Queues 14th Street ATP Application
6: Webster St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 6
Lane Group EBT WBT SBT
Lane Group Flow (vph) 224 435 310
v/c Ratio 0.14 0.27 0.21
Control Delay 1.1 5.2 14.6
Queue Delay 0.0 0.0 0.0
Total Delay 1.1 5.2 14.6
Queue Length 50th (ft) 2 23 28
Queue Length 95th (ft) 2 32 47
Internal Link Dist (ft) 292 300 323
Turn Bay Length (ft)
Base Capacity (vph) 1656 1583 1485
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.14 0.27 0.21
Intersection Summary
Queues 14th Street ATP Application
7: Harrison St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 7
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 416 805 640 126
v/c Ratio 0.31 0.57 0.63 0.13
Control Delay 14.5 3.8 20.9 12.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 14.5 3.8 20.9 12.0
Queue Length 50th (ft) 55 10 113 14
Queue Length 95th (ft) 96 23 167 31
Internal Link Dist (ft) 300 1078 292 300
Turn Bay Length (ft)
Base Capacity (vph) 1331 1406 1017 966
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.31 0.57 0.63 0.13
Intersection Summary
Queues 14th Street ATP Application
8: Madison St & 14th St Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 8
Lane Group EBT WBT SBL SBT
Lane Group Flow (vph) 277 762 55 190
v/c Ratio 0.17 0.47 0.11 0.18
Control Delay 4.5 11.2 17.2 13.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 4.5 11.2 17.2 13.7
Queue Length 50th (ft) 15 168 16 23
Queue Length 95th (ft) 22 193 40 45
Internal Link Dist (ft) 1078 283 279
Turn Bay Length (ft) 125
Base Capacity (vph) 1649 1622 512 1045
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.17 0.47 0.11 0.18
Intersection Summary
Queues 14th Street ATP Application
9: Oak St & 14th St/Lake Merritt Blvd Existing AM
06/25/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 9
Lane Group EBT WBT WBR NBT NBR
Lane Group Flow (vph) 244 668 440 443 26
v/c Ratio 0.30 0.63 0.76 0.28 0.03
Control Delay 20.4 22.7 17.2 11.7 2.5
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 20.4 22.7 17.2 11.7 2.5
Queue Length 50th (ft) 43 134 73 48 0
Queue Length 95th (ft) 31 137 135 108 8
Internal Link Dist (ft) 283 588 380
Turn Bay Length (ft) 350 150
Base Capacity (vph) 1189 1525 726 1589 790
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.21 0.44 0.61 0.28 0.03
Intersection Summary
Queues 14th Street ATP Application
1: Brush St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 1
Lane Group EBT EBR WBL WBT SBT
Lane Group Flow (vph) 558 142 47 300 594
v/c Ratio 0.28 0.16 0.10 0.15 0.48
Control Delay 8.0 2.8 10.9 8.2 15.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 8.0 2.8 10.9 8.2 15.3
Queue Length 50th (ft) 38 0 3 12 54
Queue Length 95th (ft) 112 29 37 73 54
Internal Link Dist (ft) 501 413 244
Turn Bay Length (ft) 200 300
Base Capacity (vph) 2015 870 463 1995 2177
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.28 0.16 0.10 0.15 0.27
Intersection Summary
Queues 14th Street ATP Application
2: Castro St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 2
Lane Group EBT WBT NBT
Lane Group Flow (vph) 716 617 399
v/c Ratio 0.49 0.31 0.46
Control Delay 6.0 4.9 20.2
Queue Delay 0.0 0.0 0.0
Total Delay 6.0 4.9 20.2
Queue Length 50th (ft) 34 0 43
Queue Length 95th (ft) 178 123 53
Internal Link Dist (ft) 413 1068 384
Turn Bay Length (ft)
Base Capacity (vph) 1450 1982 1570
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.49 0.31 0.25
Intersection Summary
Queues 14th Street ATP Application
3: Clay St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 3
Lane Group EBT WBT NBT NBR SBT
Lane Group Flow (vph) 598 608 110 42 191
v/c Ratio 0.41 0.47 0.18 0.08 0.19
Control Delay 11.7 11.6 13.9 5.2 11.5
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 11.7 11.6 13.9 5.2 11.5
Queue Length 50th (ft) 38 68 26 0 20
Queue Length 95th (ft) 168 106 56 17 40
Internal Link Dist (ft) 1068 698 415 424
Turn Bay Length (ft) 50
Base Capacity (vph) 1457 1297 628 518 991
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.41 0.47 0.18 0.08 0.19
Intersection Summary
Queues 14th Street ATP Application
4: Broadway & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 4
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 671 440 411 781
v/c Ratio 0.66 0.45 0.28 0.51
Control Delay 22.6 27.5 10.0 12.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 22.6 27.5 10.0 12.3
Queue Length 50th (ft) 126 97 45 100
Queue Length 95th (ft) 171 126 77 159
Internal Link Dist (ft) 698 320 311 333
Turn Bay Length (ft)
Base Capacity (vph) 1104 1049 1468 1535
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.61 0.42 0.28 0.51
Intersection Summary
Queues 14th Street ATP Application
5: Franklin St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 5
Lane Group EBT WBT NBT NBR
Lane Group Flow (vph) 587 473 260 24
v/c Ratio 0.44 0.31 0.16 0.05
Control Delay 2.9 2.9 15.0 6.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 2.9 2.9 15.0 6.5
Queue Length 50th (ft) 5 11 26 0
Queue Length 95th (ft) 10 18 43 14
Internal Link Dist (ft) 320 292 298
Turn Bay Length (ft) 50
Base Capacity (vph) 1343 1540 1647 517
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.44 0.31 0.16 0.05
Intersection Summary
Queues 14th Street ATP Application
6: Webster St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 6
Lane Group EBT WBT SBT
Lane Group Flow (vph) 544 394 639
v/c Ratio 0.40 0.32 0.32
Control Delay 7.3 12.2 13.2
Queue Delay 0.0 0.0 0.0
Total Delay 7.3 12.2 13.2
Queue Length 50th (ft) 18 47 61
Queue Length 95th (ft) 58 87 86
Internal Link Dist (ft) 292 300 323
Turn Bay Length (ft)
Base Capacity (vph) 1350 1220 1975
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.40 0.32 0.32
Intersection Summary
Queues 14th Street ATP Application
7: Harrison St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 7
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 562 347 534 276
v/c Ratio 0.47 0.27 0.46 0.28
Control Delay 21.4 7.7 16.0 12.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 21.4 7.7 16.0 12.4
Queue Length 50th (ft) 118 17 82 33
Queue Length 95th (ft) 135 50 123 59
Internal Link Dist (ft) 300 1078 292 300
Turn Bay Length (ft)
Base Capacity (vph) 1203 1291 1149 985
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.47 0.27 0.46 0.28
Intersection Summary
Queues 14th Street ATP Application
8: Madison St & 14th St Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 8
Lane Group EBT WBT SBL SBT
Lane Group Flow (vph) 561 304 182 324
v/c Ratio 0.40 0.25 0.26 0.24
Control Delay 22.6 15.8 14.1 12.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 22.6 15.8 14.1 12.1
Queue Length 50th (ft) 116 60 48 40
Queue Length 95th (ft) 166 87 89 65
Internal Link Dist (ft) 1078 283 279
Turn Bay Length (ft) 125
Base Capacity (vph) 1406 1236 699 1357
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.40 0.25 0.26 0.24
Intersection Summary
Queues 14th Street ATP Application
9: Oak St & 14th St/Lake Merritt Blvd Existing PM
06/27/2019 Synchro 8 Report
Kittelson & Associates, Inc. Page 9
Lane Group EBT WBT WBR NBT NBR
Lane Group Flow (vph) 662 222 146 361 37
v/c Ratio 0.77 0.22 0.29 0.21 0.05
Control Delay 30.0 17.9 4.6 10.1 3.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 30.0 17.9 4.6 10.1 3.2
Queue Length 50th (ft) 139 37 0 38 0
Queue Length 95th (ft) 200 54 32 76 12
Internal Link Dist (ft) 283 588 380
Turn Bay Length (ft) 350 150
Base Capacity (vph) 1291 1500 679 1680 784
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.51 0.15 0.22 0.21 0.05
Intersection Summary
Queues 14th Street Safe Streets
1: Brush St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 1
Lane Group EBT EBR WBL WBT SBT
Lane Group Flow (vph) 401 76 42 600 1149
v/c Ratio 0.56 0.13 0.15 0.86 0.55
Control Delay 18.5 3.5 14.4 30.9 13.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 18.5 3.5 14.4 30.9 13.9
Queue Length 50th (ft) 124 0 8 164 110
Queue Length 95th (ft) 182 20 m34 385 164
Internal Link Dist (ft) 501 413 244
Turn Bay Length (ft) 200 200
Base Capacity (vph) 832 674 334 809 2088
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.48 0.11 0.13 0.74 0.55
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
2: Castro St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 2
Lane Group EBL EBT WBT WBR NBT
Lane Group Flow (vph) 239 516 508 153 369
v/c Ratio 0.45 0.41 0.46 0.15 0.51
Control Delay 9.9 7.2 7.5 1.5 24.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 9.9 7.2 7.6 1.5 24.2
Queue Length 50th (ft) 38 81 71 0 46
Queue Length 95th (ft) 135 229 209 21 60
Internal Link Dist (ft) 413 469 384
Turn Bay Length (ft) 200 175
Base Capacity (vph) 533 1269 1093 1038 1268
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 5 0 5
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.45 0.41 0.47 0.15 0.29
Intersection Summary
Queues 14th Street Safe Streets
3: Clay St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 3
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 537 647 157 156
v/c Ratio 0.60 0.73 0.36 0.46
Control Delay 13.1 11.2 17.8 24.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 13.1 11.2 17.8 24.0
Queue Length 50th (ft) 133 192 40 50
Queue Length 95th (ft) 224 m245 88 103
Internal Link Dist (ft) 519 698 415 424
Turn Bay Length (ft)
Base Capacity (vph) 895 884 433 340
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.60 0.73 0.36 0.46
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
4: Broadway & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 4
Lane Group EBT EBR WBT NBT SBT
Lane Group Flow (vph) 278 82 722 300 597
v/c Ratio 0.30 0.15 0.94 0.32 0.65
Control Delay 9.1 5.0 39.5 18.3 23.2
Queue Delay 0.0 0.0 34.7 0.0 0.0
Total Delay 9.1 5.0 74.2 18.3 23.2
Queue Length 50th (ft) 78 15 323 49 110
Queue Length 95th (ft) 115 m20 m352 80 165
Internal Link Dist (ft) 698 320 311 333
Turn Bay Length (ft) 70
Base Capacity (vph) 958 581 792 933 915
Starvation Cap Reductn 0 0 117 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.29 0.14 1.07 0.32 0.65
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
5: Franklin St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 5
Lane Group EBT WBT NBT
Lane Group Flow (vph) 290 816 210
v/c Ratio 0.53 0.94 0.24
Control Delay 17.7 30.0 18.8
Queue Delay 0.0 23.9 0.7
Total Delay 17.7 53.9 19.5
Queue Length 50th (ft) 112 219 34
Queue Length 95th (ft) 205 #549 60
Internal Link Dist (ft) 320 292 298
Turn Bay Length (ft)
Base Capacity (vph) 547 871 891
Starvation Cap Reductn 0 0 0
Spillback Cap Reductn 0 91 412
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.53 1.05 0.44
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues 14th Street Safe Streets
6: Webster St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 6
Lane Group EBT EBR WBT SBT
Lane Group Flow (vph) 193 31 435 310
v/c Ratio 0.21 0.04 0.47 0.26
Control Delay 2.7 0.8 4.8 17.4
Queue Delay 0.0 0.0 0.5 0.0
Total Delay 2.7 0.8 5.2 17.4
Queue Length 50th (ft) 7 0 42 31
Queue Length 95th (ft) 25 m0 m47 52
Internal Link Dist (ft) 292 300 323
Turn Bay Length (ft) 80
Base Capacity (vph) 934 828 917 1205
Starvation Cap Reductn 0 0 172 0
Spillback Cap Reductn 0 0 137 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.21 0.04 0.58 0.26
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
7: Harrison St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 7
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 416 805 640 126
v/c Ratio 0.51 0.92 0.84 0.18
Control Delay 12.7 18.3 35.3 16.1
Queue Delay 0.2 0.0 0.0 0.0
Total Delay 13.0 18.3 35.3 16.1
Queue Length 50th (ft) 110 22 134 17
Queue Length 95th (ft) 185 m#495 #223 36
Internal Link Dist (ft) 300 1078 292 300
Turn Bay Length (ft)
Base Capacity (vph) 822 871 763 714
Starvation Cap Reductn 78 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.56 0.92 0.84 0.18
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
8: Madison St & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 8
Lane Group EBT WBT SBL SBT
Lane Group Flow (vph) 277 762 55 190
v/c Ratio 0.30 0.81 0.14 0.22
Control Delay 4.2 17.5 20.5 16.3
Queue Delay 0.0 50.3 0.0 0.0
Total Delay 4.2 67.8 20.5 16.3
Queue Length 50th (ft) 20 330 18 25
Queue Length 95th (ft) m33 m#428 44 50
Internal Link Dist (ft) 1078 283 279
Turn Bay Length (ft) 125
Base Capacity (vph) 913 937 393 858
Starvation Cap Reductn 0 283 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.30 1.17 0.14 0.22
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
9: Oak St & 14th St/Lake Merritt Blvd Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 9
Lane Group EBT WBT WBR NBT NBR
Lane Group Flow (vph) 244 668 440 443 26
v/c Ratio 0.53 0.88 0.63 0.36 0.04
Control Delay 19.9 32.8 11.2 16.4 2.6
Queue Delay 0.0 51.5 0.0 0.0 0.0
Total Delay 19.9 84.3 11.2 16.4 2.6
Queue Length 50th (ft) 50 238 55 72 0
Queue Length 95th (ft) 141 #426 142 109 8
Internal Link Dist (ft) 283 588 380
Turn Bay Length (ft) 350 150
Base Capacity (vph) 497 823 731 1214 602
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 290 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.49 1.25 0.60 0.36 0.04
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues 14th Street Safe Streets
30: FALSE & 14th St Project AM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 10
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 162 162 162 162
v/c Ratio 0.20 0.20 no cap no cap
Control Delay 7.5 7.5
Queue Delay 0.0 0.0
Total Delay 7.5 7.5 Error Error
Queue Length 50th (ft) 18 18 0 0
Queue Length 95th (ft) 48 48 0 0
Internal Link Dist (ft) 469 519 1 175
Turn Bay Length (ft)
Base Capacity (vph) 797 797 1 1
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.20 0.20 162.00 162.00
Intersection Summary
Queues 14th Street Safe Streets
1: Brush St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 1
Lane Group EBT EBR WBL WBT SBT
Lane Group Flow (vph) 558 142 47 300 594
v/c Ratio 0.53 0.16 0.12 0.29 0.48
Control Delay 12.7 2.8 9.1 7.8 15.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 12.7 2.8 9.1 7.8 15.3
Queue Length 50th (ft) 90 0 2 14 54
Queue Length 95th (ft) #331 29 30 118 54
Internal Link Dist (ft) 501 413 244
Turn Bay Length (ft) 200 200
Base Capacity (vph) 1060 870 394 1050 2098
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.53 0.16 0.12 0.29 0.28
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues 14th Street Safe Streets
2: Castro St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 2
Lane Group EBL EBT WBT WBR NBT
Lane Group Flow (vph) 229 487 274 343 399
v/c Ratio 0.33 0.41 0.26 0.33 0.46
Control Delay 5.2 4.9 6.0 3.4 20.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 5.2 4.9 6.0 3.4 20.2
Queue Length 50th (ft) 16 34 8 0 43
Queue Length 95th (ft) 44 81 m133 m94 53
Internal Link Dist (ft) 413 1068 384
Turn Bay Length (ft) 200 175
Base Capacity (vph) 684 1187 1042 1053 1566
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.33 0.41 0.26 0.33 0.25
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
3: Clay St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 3
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 598 608 152 191
v/c Ratio 0.70 0.78 0.27 0.42
Control Delay 16.3 21.4 13.0 17.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 16.3 21.4 13.0 17.5
Queue Length 50th (ft) 62 162 30 47
Queue Length 95th (ft) 303 #341 68 97
Internal Link Dist (ft) 1068 698 415 424
Turn Bay Length (ft)
Base Capacity (vph) 857 777 557 458
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.70 0.78 0.27 0.42
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues 14th Street Safe Streets
4: Broadway & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 4
Lane Group EBT EBR WBT NBT SBT
Lane Group Flow (vph) 555 116 440 411 781
v/c Ratio 0.76 0.26 0.73 0.33 0.60
Control Delay 25.2 10.1 32.3 13.7 17.3
Queue Delay 0.6 0.0 0.1 0.0 0.0
Total Delay 25.8 10.1 32.4 13.7 17.3
Queue Length 50th (ft) 195 20 200 55 125
Queue Length 95th (ft) 282 48 270 95 200
Internal Link Dist (ft) 698 320 311 333
Turn Bay Length (ft)
Base Capacity (vph) 837 502 690 1256 1304
Starvation Cap Reductn 0 0 7 0 0
Spillback Cap Reductn 73 0 0 15 16
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.73 0.23 0.64 0.33 0.61
Intersection Summary
Queues 14th Street Safe Streets
5: Franklin St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 5
Lane Group EBT WBT NBT
Lane Group Flow (vph) 587 473 284
v/c Ratio 0.72 0.55 0.33
Control Delay 15.4 4.7 19.4
Queue Delay 5.6 0.1 0.0
Total Delay 20.9 4.8 19.4
Queue Length 50th (ft) 269 30 46
Queue Length 95th (ft) 368 48 77
Internal Link Dist (ft) 320 292 298
Turn Bay Length (ft)
Base Capacity (vph) 811 864 862
Starvation Cap Reductn 167 19 0
Spillback Cap Reductn 0 0 0
Storage Cap Reductn 0 0 0
Reduced v/c Ratio 0.91 0.56 0.33
Intersection Summary
Queues 14th Street Safe Streets
6: Webster St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 6
Lane Group EBT EBR WBT SBT
Lane Group Flow (vph) 461 83 394 639
v/c Ratio 0.51 0.11 0.47 0.47
Control Delay 8.6 3.7 11.7 20.5
Queue Delay 0.4 0.0 0.3 0.0
Total Delay 8.9 3.7 12.0 20.5
Queue Length 50th (ft) 51 0 104 78
Queue Length 95th (ft) m137 m10 154 109
Internal Link Dist (ft) 292 300 323
Turn Bay Length (ft) 80
Base Capacity (vph) 898 771 835 1366
Starvation Cap Reductn 119 0 110 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.59 0.11 0.54 0.47
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues 14th Street Safe Streets
7: Harrison St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 7
Lane Group EBT WBT NBT SBT
Lane Group Flow (vph) 562 347 534 276
v/c Ratio 0.68 0.40 0.70 0.45
Control Delay 21.0 7.2 27.7 21.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 21.0 7.2 27.7 21.1
Queue Length 50th (ft) 204 38 105 45
Queue Length 95th (ft) 215 57 158 79
Internal Link Dist (ft) 300 1078 292 300
Turn Bay Length (ft)
Base Capacity (vph) 829 878 767 608
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.68 0.40 0.70 0.45
Intersection Summary
Queues 14th Street Safe Streets
8: Madison St & 14th St Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 8
Lane Group EBT WBT SBL SBT
Lane Group Flow (vph) 561 304 182 324
v/c Ratio 0.59 0.35 0.43 0.38
Control Delay 20.2 13.8 24.9 20.6
Queue Delay 0.4 0.0 2.6 0.0
Total Delay 20.6 13.8 27.5 20.6
Queue Length 50th (ft) 197 98 64 54
Queue Length 95th (ft) 282 162 120 88
Internal Link Dist (ft) 1078 283 279
Turn Bay Length (ft) 125
Base Capacity (vph) 946 880 422 858
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 97 0 144 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.66 0.35 0.65 0.38
Intersection Summary
Queues 14th Street Safe Streets
9: Oak St & 14th St/Lake Merritt Blvd Project PM
07/03/2019 Synchro 10 Report
Kittelson & Associates, Inc. Page 9
Lane Group EBT WBT WBR NBT NBR
Lane Group Flow (vph) 662 222 146 361 37
v/c Ratio 0.96 0.28 0.21 0.30 0.07
Control Delay 47.2 13.1 3.1 16.3 4.4
Queue Delay 4.9 0.0 0.0 0.0 0.0
Total Delay 52.1 13.1 3.1 16.3 4.4
Queue Length 50th (ft) 238 57 0 56 0
Queue Length 95th (ft) #488 100 28 87 14
Internal Link Dist (ft) 283 588 380
Turn Bay Length (ft) 350 150
Base Capacity (vph) 703 815 696 1185 543
Starvation Cap Reductn 25 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.98 0.27 0.21 0.30 0.07
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Oakland City CouncilJune 21, 2022

Oakland City Council
June 21, 2022