Sunnyvale City Council
April 5, 2022

Fremont Avenue at SR 85 Traffic Operations Study Page 1 Revised Memorandum November 2021
MEMORANDUM - Revised
To: Carmen Talavera, P.E., T.E., City of Sunnyvale
From: Nikita Petrov, P.E. & Brian Sowers, P.E., Kimley-Horn Date: November 9, 2021
RE: Fremont Avenue at SR 85 Traffic Operations Study
Introduction and Project Area
Kimley-Horn is currently working with the City of Sunnyvale to complete a study to review the feasibility of the City to acquiring delegation of Operations and Maintenance (O&M) of the Caltrans traffic signals along El Camino Real (SR 82). As part of that study, the City also requested and discussed with Caltrans the potential to also take over O&M of the traffic signals on Fremont Avenue between Belleville Way and Bernardo Avenue, including the SR 85 interchange traffic signals. Based on the initial discussions with Caltrans, and as outlined in a subsequent response letter from Caltrans dated November 23, 2020, delegation “will not be considered” for the freeway ramp intersections at SR 85/Fremont Avenue and the nearby traffic signals. Therefore, the City requested that Kimley-Horn conduct a traffic study to identify potential improvements that can be implemented at the traffic signals assuming that Caltrans would continue to operate the signals at and near the SR 85 interchange. The intersections to be studied consist of the traffic signals at the following locations, and as shown on the next page:
· Fremont Avenue at Belleville Way
· Fremont Avenue at SR 85 SB Ramps & SR 85 NB Ramps (1 controller operating 2 intersections)
· Fremont Avenue at Bernardo Avenue
This memorandum summarizes the assessment of the existing infrastructure, review, analysis of the existing operations, and potential proposed improvements at the three traffic signals. Our approach to conduct the study consisted of the following steps:
· Collect all available existing conditions data from City and Caltrans · Perform existing field review of the existing infrastructure · Review traffic operations and timing
· Identify potential operational improvements
Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 2 Revised Memorandum November 2021
Figure 1: Project Area
Data Collection
Existing information was collected to enable development of a traffic model and evaluation of the existing timing parameters. Data collection included coordinating with the City and Caltrans, collecting traffic volumes from the City, collecting existing timing sheets from Caltrans, and conducting a brief initial field review with Caltrans representative. Due to the current Covid-19 pandemic, new traffic counts have not been collected at this time. Therefore, the “existing” conditions was prepared based on historic data. The following sections summarize the data collection process and existing corridor conditions.

Traffic Counts
Historic traffic data was provided by the City for the four intersections. Traffic data was collected by others in November 2017 as part of a previous signal timing project.

Timing Sheets
Signal timing sheets were requested and provided by Caltrans for the three traffic signals. Copies of the timing sheets are provided in the Appendix.

Field Review
Kimley-Horn conducted a field review at the project intersections, along with Caltrans, on March 4th, 2021. The intent of the field review was to assess and document the existing controller cabinet, controller, and communications infrastructure at each intersection.

Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 3 Revised Memorandum November 2021
Existing Infrastructure
Each traffic signal controller along Fremont Avenue from Bernardo Avenue to Belleville Way is a Safetran Brand, Model 170E, housed in Type 332L traffic signal cabinet, manufactured by McCain.

The three traffic controllers are in constant communication with one another via a 1-pair copper Signal Interconnect (SIC) cable that is terminated for serial communication to the back of the 170E controller and “daisy chained” from one traffic signal to the next. This provides the ability for each traffic controller’s coordinated clocks to remain synced. Detailed descriptions of the existing infrastructure is located in the Appendix.

Existing Traffic Conditions
Existing Timing/Operations
As noted above, all three traffic signals have 170 controllers and are interconnected with copper interconnect. The traffic signal at the SR 85 Ramps currently operates with the Caltrans D5.7 (D5) local software, while the Belleville Way and Bernardo Avenue intersections operate with the Caltrans C.8 local firmware. The D5 software is a special software that is used specifically at interchanges and allows each side of the interchange to act as if they are operating “independently” from each-other, but operating at a common cycle length and using the offset value to set the desired progression between the two sides of the interchange.

The interchange is currently configured and timed to operate with time-of-day signal coordination during the weekday AM peak periods only, and under traffic responsive mode all other times of the day and during the weekend. The time of operation, pattern, and cycle lengths for the AM operations are as follows:
· 7:10 AM to 8:30 AM – Plan 2: 75 seconds
· 8:30 AM to 9:30 AM – Plan 4: 75 seconds
For the traffic responsive operations, Caltrans has set up sample detectors to measure the current traffic demand and a number of patterns that can be selected as indicated by the traffic demand.

The traffic responsive works using pattern matching and will select the pattern that most closely matches the measured traffic from the sample detectors. The cycle lengths for the traffic operations range between 70 seconds and 85 seconds. As part of the pattern matching, the interchange can go into “Free” mode if the measured traffic volume goes below certain thresholds.

The traffic signals at Belleville Way and Bernardo Avenue are operationally connected to the SR 85 interchange and operate as “slaves” to the interchange. Therefore, these two intersections operate in coordination with the same pattern as the interchange, as indicated by the time-of-day schedule or as selected under the traffic responsive mode.

Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 4 Revised Memorandum November 2021
Existing Ramp Metering Operation
In 2015, Kimley-Horn conducted a Santa Clara County SR-85 Ramp Metering Implementation Plan Study, which included the intersections of Fremont Avenue/SR-85 ramps. Kimley-Horn measured the queues during the before and after implementation of the ramp metering. In both studies, although there was queueing in the northbound during the AM Peak, and southbound in the PM Peak, the ramp queues were contained within the length of both ramps. Both ramps also have queue loops, which activate a faster ramp metering rate in case vehicles queue up to the loops, allowing the ramps to clear faster. During the current 2021 observations, the ramp meters were not active and therefor no impacts to the intersections due to ramp meters were observed.

Intersection Level of Service and Delay
To understand the existing traffic conditions along the corridor and Level of Service (LOS) at each intersection, traffic models were developed in the Synchro 10 software, using the traffic data collected, for the following five peak periods:
· Weekday AM Peak
· Weekday Midday Peak
· Weekday PM Peak
· Weekend Off-Peak (AM)
· Weekend Peak (Midday)
Peak hour turning movement volumes including pedestrian, bicycle, and pedestrian counts received from the City, were used as the basis for the Synchro model. Additional inputs including lane geometries, parking data, and heavy vehicle information were gathered during field work and used for development of the models. Existing phasing, timing parameters, and timing plans in use during each peak period were coded in the models and models were reviewed and calibrated to achieve a reasonable match between the model and observed conditions in field.

The analysis of the traffic operations at the intersections was based on the concept of Level of Service (LOS). The LOS of an intersection is a qualitative measure used to describe operational conditions. LOS ranges from A (best), which represents minimal delay, to F (worst), which represents heavy delay and a facility that is operating at or near its functional capacity. Levels of service were determined using methods defined in the Highway Capacity Manual, 6th Edition (HCM) and Synchro analysis software. Table 1 relates the operational characteristics associated with each LOS category for signalized intersections. Results of each intersection’s LOS and delay are presented inTables 2 and 3 for the weekday and weekend peak periods, respectively. Synchro reports are provided in the Appendix.

Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 5 Revised Memorandum November 2021
Table 1 - Intersection Level of Service Definitions
Level of
Service Description
Signalized
(Avg. control delay
per vehicle sec/veh.)
A Free flow with no delays. Users are virtually unaffected by others in the traffic stream [10
B Stable traffic. Traffic flows smoothly with few delays. > 10 – 20 C Stable flow but the operation of individual users becomes affected by other vehicles. Modest delays. > 20 – 35
D
Approaching unstable flow. Operation of individual users becomes significantly affected by other vehicles. Delays may be more than one cycle during peak hours.
> 35 – 55
E Unstable flow with operating conditions at or near the capacity level. Long delays and vehicle queuing. > 55 – 80
F Forced or breakdown flow that causes reduced capacity. Stop and go traffic conditions. Excessive long delays and vehicle queuing. > 80 Table 2: Weekday Delay and LOS
Intersection
AM Peak Midday Peak PM Peak
Delay
(sec/veh) LOS Delay
(sec/veh) LOS Delay
(sec/veh) LOS
Fremont Avenue and Belleville Way 32.7 C 13.9 B 10.1 B
Fremont Avenue and SR 85 SB Ramps 42.3 D 19.6 B 22.2 C
Fremont Avenue and SR 85 NB Ramps 30.4 C 17.4 B 40.4 D
Fremont Avenue and S Bernardo Avenue 28.2 C 14.1 B 20.2 C Table 3: Weekend Delay and LOS
Intersection
Weekend Peak Weekend Off-Peak
Delay
(sec/veh) LOS Delay
(sec/veh) LOS
Fremont Avenue and Belleville Way 9.5 A 7.3 A
Fremont Avenue and SR 85 SB Ramps 23.3 C 20.5 C
Fremont Avenue and SR 85 NB Ramps 20.6 C 16.8 B
Fremont Avenue and S Bernardo Avenue 15.7 B 14.6 B
Recommendations
Based upon field review of the existing operations and review of the existing timing within the models, the current operations work well during all periods, with it operating best during off-peak periods. The D5 interchange software that is currently in use at the interchange may provide the most efficient operations for the characteristics and configuration of the interchange (tight Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 6 Revised Memorandum November 2021
spacing, short left turn pockets, high volumes, etc.). In addition, the traffic responsive operations allow for the cycle plans to change with the current traffic demand. Based on discussions with Caltrans, it is also their preference to maintain the D5 software and traffic responsive at this location. Although it may provide the most efficient operation, one issue with the D5 firmware is that it cannot connect to the Caltrans ATMS system and therefore will continue to be a remote running configuration. If there is the desire to connect to a central system and also in general to upgrade the controllers to modern controllers (2070), it would be recommended that the two signals at the interchange be separated (two (2) cabinets with two (2) controllers) to enable similar operations as the current D5 software.

Although it is recommended that the current configuration and local software be maintained, it would still be beneficial for the signal timing to be updated based on current traffic conditions.

That timing update could include collection of new traffic data, optimization of cycle lengths, and review of the traffic responsive settings and overall time-of-day schedule to ensure the proper timing plans are operating during the day.

Recommended Signal Timing Improvements
To better understand potential improvements from re-timing the signals, the signal timing was optimized during each peak period using the historic data. The optimization included a review of the cycle lengths and optimization of the splits and offsets. In addition, a review was completed to determine if it would be feasible or beneficial to coordinate the signals between Belleville Way and S. Bernardo Avenue with the City signals to the east on Fremont Avenue. The signals to the east have much higher required cycle lengths (130-170 seconds) during the peak periods than those required or recommended at the interchange. Due to the close spacing of the signals at the interchange and minimal storage between intersections, it is recommended that the cycle lengths be kept lower between traffic signals with similar existing cycle lengths, rather than coordinate the signals at higher cycle lengths with the signals to the east. Based upon the timing review, the following summarize the cycle lengths during each peak period for the optimized timing:
· Weekday AM Peak - 80 seconds
· Weekday Midday Peak – 70 seconds (same as low traffic responsive cycle) · Weekday PM Peak – 80 seconds
· Weekend Off-Peak (AM) – 70 seconds (same as low traffic responsive cycle) · Weekend Peak (Midday) – 70 seconds (same as low traffic responsive cycle) Once the optimized timing was prepared, corridor-wide performance measures of the optimized signal timings were compared to the performance measures of the existing timing to review and evaluate the new plans. The performance measures reviewed and summarized as follows:

Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 7 Revised Memorandum November 2021
· Total corridor delay (hr) – The estimated total delay, in hours, for all vehicles traveling within the corridor during the peak hour.
· Total stops (#) – The total number of estimated stops for all vehicles traveling within the corridor during the peak hour.
· Total Travel Time (hr) – The estimated total travel time, in hours, for all vehicles traversing the corridor during the peak hour.

Table 4 provides a summary of the corridor-wide performance measures for each time period, along with the estimated percent improvement with the optimized timing. In addition, average delay and Level of Service (LOS) for each intersection during each time period was calculated for the optimized condition and compared to the existing condition.Table 5 summarizes the average intersection delay for the weekday peak periods andTable 6 summarizes the average intersection delay for the weekend peak periods.

A s s h o w n i nT a b l e s 4 through 6, optimizing the signal timing could improve operations and reduce overall travel time and delay on Fremont Avenue between Belleville Way and S. Bernardo Avenue. Since the optimization was completed with historic traffic counts, it would be beneficial to conduct new traffic counts and complete a full re-timing of the signals after traffic returns to more “normal” pre-Pandemic conditions.

Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 8 Revised Memorandum November 2021
Table 4: Fremont Avenue from Belleville Way to S Bernardo Avenue – Corridor-wide Timing Performance Summary Time Period Timing Plan
Cycle
Length(s)
(sec)
Delay Stops Travel Time
Total (hr) Avg
(sec/veh)
%
Difference Total (#) Avg
(#/veh)
%
Difference Total (hr) %
Difference
AM Peak
Existing 75 140 30 9438 0.73 177
Optimized 80 128 36 -8.6% 9132 0.71 -3.2% 166 -6.2%
Midday Peak
Existing 70 35 15 4980 0.59 60
Optimized 70 34 14 -2.9% 4466 0.53 -10.3% 58 -3.3%
PM Peak
Existing 70 74 24 7154 0.66 105
Optimized 80 62 20 -16.2% 6597 0.60 -7.8% 93 -11.4%
Weekend
Off-Peak
Existing 70 29 14 3824 0.53 50
Optimized 70 27 14 -6.9% 3389 0.47 -11.4% 48 -4.0%
Weekend
Peak
Existing 70 46 18 5485 0.59 73
Optimized 70 44 17 -4.3% 4803 0.52 -12.4% 71 -2.7%
Intersections AM Peak Midday Peak PM Peak Weekend Off-Peak Weekend Peak Main Street Side Street Existing Proposed Existing Proposed Existing Proposed Existing Proposed Existing Proposed Fremont Avenue Belleville Way 75 80 70 70 70 80 70 70 70 70 Fremont Avenue SR 85 SB Ramps 75 80 70 70 70 80 70 70 70 70 Fremont Avenue SR 85 NB Ramps 75 80 70 70 70 80 70 70 70 70 Fremont Avenue S Bernardo Avenue 75 80 70 70 70 80 70 70 70 70 Attachment 3

Fremont Avenue at SR 85 Traffic Operations Study Page 9 Revised Memorandum November 2021
Table 5: Existing vs. Proposed Weekday Delay and LOS Comparison Intersection
AM Peak Midday Peak PM Peak
Existing Optimized Existing Optimized Existing Optimized Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Fremont Avenue
and Belleville Way 32.7 C 33.4 C 13.9 B 13.6 B 10.1 B 10.1 B Fremont Avenue
and SR 85 SB Ramps 42.3 D 31.0 C 19.6 B 18.1 B 22.2 C 23.8 C Fremont Ave. and
SR 85 NB Ramps 30.4 C 24.3 C 17.4 B 14.7 B 40.4 D 17.9 B Fremont Ave. and S
Bernardo Avenue 28.2 C 26.7 C 14.1 B 13.2 B 20.2 C 18.5 B Table 6: Existing vs. Proposed Weekend Delay and LOS Comparison Intersection
Weekend Peak Weekend Off-Peak
Existing Optimized Existing Optimized
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Delay
(sec/
veh)
LOS
Fremont Avenue
and Belleville Way 9.5 A 9.3 A 7.3 A 7.2 A
Fremont Avenue
and SR 85 SB Ramps 23.3 C 22.1 C 20.5 C 19.0 B
Fremont Ave. and
SR 85 NB Ramps 20.6 C 17.8 B 16.8 B 13.9 B
Fremont Ave. and S
Bernardo Avenue 15.7 B 14.6 B 14.6 B 14.2 B
Recommended Geometrical Improvements
As mentioned in the section above all intersections are within very close proximity of each other, with short left and right turn pockets and lack of extra lanes. One improvement that can be made is increasing the capacity of certain movements to allow for more vehicle throughput. For example, removing the eastbound left from Fremont Avenue to Bernardo Avenue would provide more time to the westbound through movement on Fremont Avenue, thus, reducing the queue and delay. Adding a second left turn lane for the eastbound and westbound turns from Fremont Avenue to the SR-85 ramps would also increase throughput and reduce delay on the main line. It is recommended to perform a formal Project Study Report (PSR), which will focus on multiple design alternatives and intersection modifications.

Attachment 3

Fre
mont Avenue Traffic Operations Study

APPENDIX
Attachment 3

Fre
mont Avenue Traffic Operations Study
Signal Tim
ing Sheets
Attachment 3

INTERVA
L TIMING FUNCTION Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8
0 WALK 5 5 5
1 FLASHING DON'T WALK 27 29 10
2 MINIMUM INITIAL 6 10 8 6 15
3 TYPE 3 DET. DISCONNECT
4 ADDED SEC./ACTUATION 0 1.2 1.5 0 1.5
5 PASSAGE 2 4 3 2 3
6 MAXIMUM GAP 3 5 4 3 4
7 MINIMUM GAP 1 3 3 1 2
8 MAXIMUM EXTENSION I 25 32 21 11 32
9 MAXIMUM EXTENSION II

A MAXIMUM EXTENSION III
B
C SEC. OF GAP REDUCED 0.1 0.1 0.1 0.1 0.1
D PER SEC. OF INTERVAL 0.8 2 0.8 0.6 2
E YELLOW 3 4 3 3 4
F R
ED CLEARANCE 0 0 0 0 0
T
URN ON TIMING CHANGE BY: REMARKS FILE
1450 TJW/HCS DC/HZ/AS A

LL RED FLASH
DA
TE DATE Print Date By F
ILENAME E# OPE
RATION
05/22/79 12/03/02 Jun 13,'14 RG SCL-085-19.855.xls ESV02 5F C

OUNTY ROUTE PM CITY INTERSECTION PROGRAM
S
CL 85 1

9.855 S
unnyvale C

8.4 Local 2
NOTE
: To Initialize Controller: 1)Set Location & Feature Switches; 2) Clear RAM Location C-C-0 wi
th STOP-TIME ON; 3) Enter Non-zero at C-C-1 to enter timing; 4)Enter 0 at C-C-1 to start ***SE
T REAL TIME CLOCK TO TELEPHONE TIME***
INTERVAL FLAG FUNCTION DISPLAY Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8
0 PERMITTED PHASES F 059 ON ON ON ON ON
1 RED DETECTOR LOCK F 017 ON ON
2 YELLOW DET. LOCK
3 VEHICLE RECALL F 034 ON ON
4 PEDESTRIAN RECALL
5 PEDESTRIAN PHASES F 042 ON ON ON
6 OVERLAP A
7 OVERLAP B
8 DOUBLE ENTRY F 034 ON ON
9 MAX EXT. II
A LAG PHASES VIEW FOR OBSERVATION ONLY (SET LAG PHASES AT C-F-0 TO C-F-9)

B RED REST

C NON ACTUATED
D MAXIMUM EXT. III

E START UP YELLOW
F FIRST PHASE GREEN F 034 ON ON
B

ELLEVILLE WAY & FREMONT AVENUE
Mo
dem Reqd - Master @ Fremont Ave & Rte 85 Ramps
Se
t 4I7L to High Sentivity
updat
ed PH 4SB loops delay RG/AS 12/11/12
N
2 5
4 4
1 6 Frem
ont Ave
Belleville.

Attachment 3

P

ROGRAM CHIP
C8.4 U2
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0
E F
024
E F

02.0 E F
001
E F
000
E F
000
E F
001
O

BSERVE ONLY C
002
E C
001
2 6 2 6 C
O
BSERVE ONLY d
E
E
2 4 6 8 2 4 6 8 C
2 4 6 8 2 4 6 8 C C
-E-1 LAG PHASE Gap-Out "PATTERN 1" E C
2 4 6 8 2 4 6 8 C C
-E-2 LAG PHASE Gap-Out "PATTERN 2" E C
2 4 6 8 2 4 6 8 C C
-E-3 LAG PHASE Gap-Out "PATTERN 3" E C
2 4 6 8 2 4 6 8 C C
-E-4 LAG PHASE Gap-Out "PATTERN 4" E C
2 4 6 8 2 4 6 8 C C
-E-5 LAG PHASE Gap-Out "PATTERN 5" E C
C C
-E-6 LAG PHASE Gap-Out "PATTERN 6" E C
C C
-E-7 LAG PHASE Gap-Out "PATTERN 7" E C
C C
-E-8 LAG PHASE Gap-Out "PATTERN 8" E C
C C
-E-9 LAG PHASE Gap-Out "PATTERN 9" E C
C
ity
Sunnyval
eSC
L
R
oute PM
85 19.855 B

ELLEVILLE WAY & FREMONT AVENUE
Locatio
nC
ounty
C
-F-9 LAG FAZ
ES "PATTERN 9"
C
-F-8 LAG FAZ
ES "PATTERN 8"
C
-F-7 LAG FAZ
ES "PATTERN 7"
C
-F-6 LAG FAZ
ES "PATTERN 6"
C
-F-5 LAG FAZ
ES "PATTERN 5" 170
C
-F-4 LAG FAZ
ES "PATTERN 4" 170
C
-F-3 LAG FAZ
ES "PATTERN 3" 170
C
-F-2 LAG FAZ
ES "PATTERN 2" 170
C
-F-1 LAG FAZ
ES "PATTERN 1" 170
C
-F-0 LAG FAZ
ES "FREE" 170
D

20.0D-
1-7 De
lay 4I6U 200
D

23.0D-
1-9 De
lay 4I7U 230
F-

C-F RAM EXI
T
E
-D-7 Add Re
d Lock to 4I6U
F-

C-F RAM ACCESS
D
-0-9 FEAT
URE (Set by Feature Switch) 064
C
-F-C COORDI
NATED FAZES 034
C
-C-2 PC MAST
ER DOWNLOAD 1
C
-0-0 LOCAL ADDRESS
F
-D-8 OFFSET
SEEKING FLAG 1
F
-D-2 MI
NUTE 0
F
-D-1 HOUR 0
F
-D-0 T
BCSEL 1
F
-0-F RED REVERT 20
F
-0-E MAXI
MUM VARIABLE INITIAL 24
S
WITCH (0=OFF) S
WITCH (0=OFF)
CODE F

UNCTION E

NTER DIS
PLAY
L

AMPS TIM
ING
L
OCATION (1=ON ) F
EATURE (1=ON )
U1 E# 74 4C46 C8.4
E

NTER DIS
PLAY
LA

MPS TIM
ING
CODE F

UNCTION
N
UMBER

CHECKSUM
EP
ROM BOARD - 412C
C
HIP N
UMBER

CHECKSUM P
ROGRAM
6 /13/2014
Attachment 3

PA
TTERN 1 PATTERN 4 PATTERN 7 COORD MAX RECALL
CODE F

UNCTION ENTER D

ISPLAY CODE F

UNCTION ENT

ER DISPLAY CODE F

UNCTION ENT

ER DISPLAY
C-1-0 CYC. LENG. 70 E C 070 C-4-0 CYC. LENG. 75 E C 075 C-7-0 CYC. LENG. E C C-1-1 f 1 SPLIT 12 E C 012 C-4-1 f 1 SPLIT 15 E C 015 C-7-1 f 1 SPLIT E C D-D-1 1 d C-1-2 f 2 SPLIT E C C-4-2 f 2 SPLIT E C C-7-2 f 2 SPLIT E C D-D-2 2 d C-1-3 f 3 SPLIT E C C-4-3 f 3 SPLIT E C C-7-3 f 3 SPLIT E C D-D-3 3 d C-1-4 f 4 SPLIT 19 E C 019 C-4-4 f 4 SPLIT 19 E C 019 C-7-4 f 4 SPLIT E C D-D-4 4 d C-1-5 f 5 SPLIT 12 E C 012 C-4-5 f 5 SPLIT 12 E C 012 C-7-5 f 5 SPLIT E C D-D-5 5 d C-1-6 f 6 SPLIT E C C-4-6 f 6 SPLIT E C C-7-6 f 6 SPLIT E C D -D-6 6 d
C-1-7 f 7 SPLIT E C C-4-7 f 7 SPLIT E C C-7-7 f 7 SPLIT E C D-D-7 7 d C-1-8 f 8 SPLIT E C C-4-8 f 8 SPLIT E C C-7-8 f 8 SPLIT E C D-D-8 8 d C
-1-A OFFSET A 13 E C 013 C-4-A OFFSET A 15 E C 015 C-7-A OFFSET A E C 000 D-D-9 9 d C
-1-B OFFSET B E C C-4-B OFFSET B E C C-7-B OFFSET B E C C
-1-C OFFSET C E C C-4-C OFFSET C E C C-7-C OFFSET C E C PA
TTERN 2 PATTERN 5 PATTERN 8 COORD MIN RECALL
CODE F

UNCTION ENT

ER DISPLAY CODE F

UNCTION ENT

ER DISPLAY CODE F

UNCTION ENT

ER DISPLAY
C-2-0 CYC. LENG. 75 E C 075 C-5-0 CYC. LENG. 85 E C 085 C-8-0 CYC. LENG. E C C-2-1 f 1 SPLIT 22 E C 022 C-5-1 f 1 SPLIT 15 E C 015 C-8-1 f 1 SPLIT E C D-E-1 1 d C-2-2 f 2 SPLIT E C C-5-2 f 2 SPLIT E C C-8-2 f 2 SPLIT E C D-E-2 2 d C-2-3 f 3 SPLIT E C C-5-3 f 3 SPLIT E C C-8-3 f 3 SPLIT E C D-E-3 3 d C-2-4 f 4 SPLIT 19 E C 019 C-5-4 f 4 SPLIT 19 E C 019 C-8-4 f 4 SPLIT E C D-E-4 4 d C-2-5 f 5 SPLIT 13 E C 013 C-5-5 f 5 SPLIT 10 E C 010 C-8-5 f 5 SPLIT E C D-E-5 5 d C-2-6 f 6 SPLIT E C C-5-6 f 6 SPLIT E C C-8-6 f 6 SPLIT E C D -E-6 6 d
C-2-7 f 7 SPLIT E C C-5-7 f 7 SPLIT E C C-8-7 f 7 SPLIT E C D-E-7 7 d C-2-8 f 8 SPLIT E C C-5-8 f 8 SPLIT E C C-8-8 f 8 SPLIT E C D-E-8 8 d C
-2-A OFFSET A 12 E C 012 C-5-A OFFSET A 14 E C 014 C-8-A OFFSET A E C 000 D-E-9 9 d C
-2-B OFFSET B E C C-5-B OFFSET B E C C-8-B OFFSET B E C C
-2-C OFFSET C E C C-5-C OFFSET C E C C-8-C OFFSET C E C PA
TTERN 3 PATTERN 6 PATTERN 9 COORD PED RECALL
CODE F

UNCTION ENT

ER DISPLAY CODE F

UNCTION ENT

ER DISPLAY CODE F

UNCTION ENT

ER DISPLAY
C-3-0 CYC. LENG. 70 E C 070 C-6-0 CYC. LENG. E C C-9-0 CYC. LENG. E C C-3-1 f 1 SPLIT 12 E C 012 C-6-1 f 1 SPLIT E C C-9-1 f 1 SPLIT E C D-F-1 1 d C-3-2 f 2 SPLIT E C C-6-2 f 2 SPLIT E C C-9-2 f 2 SPLIT E C D-F-2 2 d C-3-3 f 3 SPLIT E C C-6-3 f 3 SPLIT E C C-9-3 f 3 SPLIT E C D-F-3 3 d C-3-4 f 4 SPLIT 19 E C 019 C-6-4 f 4 SPLIT E C C-9-4 f 4 SPLIT E C D-F-4 4 d C-3-5 f 5 SPLIT 15 E C 015 C-6-5 f 5 SPLIT E C C-9-5 f 5 SPLIT E C D-F-5 5 d C-3-6 f 6 SPLIT E C C-6-6 f 6 SPLIT E C C-9-6 f 6 SPLIT E C D-F-6 6 d C-3-7 f 7 SPLIT E C C
-6-7 f 7 SPLIT E C C-9-7 f 7 SPLIT E C D-F-7 7 d
C-3-8 f 8 SPLIT E C C-6-8 f 8 SPLIT E C C-9-8 f 8 SPLIT E C D-F-8 8 d C
-3-A OFFSET A 13 E C 013 C-6-A OFFSET A E C 000 C-9-A OFFSET A E C 000 D-F-9 9 d C
-3-B OFFSET B E C C-6-B OFFSET B E C C-9-B OFFSET B E C C
-3-C OFFSET C E C C-6-C OFFSET C E C C-9-C OFFSET C E C LO

CATION C
ITY
T
IMING
DATA
B
ELLEVILLE WAY & FREMONT AVENUE Su
nnyvale
E
NTER C
ALL

LAMPSCODE P
ATTERN
T
IMING
DATA
CODE P

ATTERN E
NTER C
ALL
LAMPS
T
IMING
DATA
CODE P

ATTERN E
NTER C
ALL
LAMPS
PM

19. 855
C
ounty
SCL 85
R
oute
6 /13/2014
Attachment 3

DAY OF THE WEEK DAY OF THE WEEK
ON/OFF SET DISPLAY LIGHTS 1-7 SET DISPLAY LIGHTS 1-7

TIME LIGHT SUN MON TUE WED THUR FRI SAT DATE BY TIME SUN MON TUE WED THUR FRI SAT 0 1 2 3 4 5 6 7 1 2 3 4 5 6 7
0 0500 E E OFF X X X X X 0 E
1 0930 E E ON X X X X X 1 E
2 1100 E E OFF X X 2 E
3 1415 E E OFF X X X X X 3 E
4 2000 E E ON X X X X X X X 4 E
5 E 5 E
6 E 6 E
7 E 7 E
8 E 8 E
9 E 9 E

A E A E

B E B E

C E C E

D E D E

E E E E

F E F E
"
7" KEY ACTIVITY CODE
1 =TYPE OF SIMULTANEOUS PHASE TERMINATION
2 =MAX 2 FAZES
3 =MAX 3 FAZES
4 =CONDITIONAL SERVICE (1ST SELECT) FAZES SET AT E-F-0
5 =CONDITIONAL SERVICE (2ND SELECT) FAZES SET AT E-F-1
6 =ENERGIZE AUX 6 RED
7 =ENERGIZE AUX 6 GREEN
8 =ENERGIZE AUX 6 YELLOW
9 =CONSTANT CALL ON FAZES SET AT D-F-A
A=T
RAFFIC ACTUATED MAX 2 OPERATION
B=CO

NSTANT CALL ON FAZES SET AT D-F-B
C=Y

ELLOW YIELD COORDINATION
D=Y

ELLOW YIELD COORDINATION
E=CO
ORD FREE IF F-D-4 = 0
F=

FLASHING OPERATION
SC
L
Coun
ty Ci
tyRout
e

19.855
PM
85 B
ELLEVILLE WAY & FREMONT AVENUE Su
nnyvale

ACTIVITY
CODE
EVENT #

CONTROL
PLAN
L
ocation
OFFSET

DEPRESS
"E"
EVENT #

DEPRESS
"E"
TI

ME OF DAY SELECTION FOR COORDINATED CONTROL PLANS
CO
NTROL CODE "9"
K
EY STROKES 9 + EVENT # + HOUR + MIN + Control Plan + Offset + "E" + DOW LTS T

IME OF DAY ACTIVITY TABLE
CO
NTROL CODE "7"

KEY STROKES 7 + EVENT # + HOUR + MIN + ACT CODE + "E" + ON/OFF + DOW LTS 6/13/2014
Attachment 3

I
NPUT FILE - 332 CABINET 6/13/2014
1 2 3 4 5 6 7 8 9 10 11 12 13 14
1I1U 2I2U 2I3U 2I4U 3I5U 4I6U 4I7U 4I8U 1I9U M
ANUAL 2-PPB 6-PPB FLASH
EX
,CT EX,CT EX,CT CL,T3 EX,CT EX,CT EX,CT CL,T3 EX,CT SENSE 1I
10U 2I11U 2I13U 2I15U 3I16U 4I17U 4I19U 4I1BU 1I1CU 2I1E 6I2E T
B2 1,2 TB2 5,6 TB2 9,10 TB4 1,2 TB4 5,6 TB4 9,10 TB6 1,2 TB6 5,6 TB6 9,10 TB8 1,3 TB8 4,6 TB8 7,9 TB8 10,12 F
-C1/56 F-C1/39 F-C1/63 F-C1/47 F-C1/58 F-C1/41 F-C1/65 F-C1/49 F-C1/60 F F-C1/80 F-C1-67 F-C1/68 F-C1/81

D D D D D D D D D D D D D D

E E E E E E E E E E E E E E
1I1L 2I2L 2I3L 2I4L 3I5L 4I6L 4I7L 4I8L 3I9L SP
ARE 4-PPB 8-PPB STOP
EX
,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 EX,CT 1 TIME
1I
10L 2I12L 2I14L 2I15L 3I16L 4I18L 4I1AL 4I1BL 3I1DL 4I1F 8I2F T
B2 3,4 TB2 7,8 TB2 11,12 TB4 3,4 TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 TB8 2,3 TB8 5,6 TB8 8,9 TB8 11,12 W-
C1/56 W-C1/43 W-C1/76 W-C1/47 W-C1/58 W-C1/45 W-C1/78 W-C1/49 W-C1/62 W W-C1/53 W-C1/69 W-C1/70 W-C1/82

J J J J J J J J J J J J J J

K K K K K K K K K K K K K K
5J1U 6J2U 6J3U 6J4U 7J5U 8J6U 8J7U 8J8U 5J9U SP
ARE EVA EVB RR1
EX
,CT EX,CT EX,CT CL,T3 EX,CT EX,CT EX,CT CL,T3 EX,CT 2 PREMT PREMT PREMT 5J
20U 6J21U 6J23U 6J25U 7J26U 8J27U 8J29U 8J2BU 5J2CU Ø2 & Ø5 Ø4 & Ø7 f2 & f5 T
B3 1,2 TB3 5,6 TB3 9,10 TB5 1,2 TB5 5,6 TB5 9,10 TB7 1,2 TB7 5,6 TB7 9,10 TB9 1,3 TB9 4,2,6 TB9 7,2,9 TB9 10,12 F
-C1/55 F-C1/40 F-C1/64 F-C1/48 F-C1/57 F-C1/42 F-C1/66 F-C1/50 F-C1/59 F F-C1/54 D-Yellow D-Yellow F-C1/51

D D D D D D D D D D D E-
Orange E-Orange D

E E E E E E E E E E E K
-Blu+Shl K-Blu+Shl E
5J1L 6J2L 6J3L 6J4L 7J5L 8J6L 8J7L 8J8L 7J9L SP
ARE EVC EVD RR2
EX
,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 EX,CT 3 PREMT PREMT PREMT 5J
20L 6J22L 6J24L 6J25L 7J26L 8J28L 8J2AL 8J2BL 7J2DL Ø6 & Ø1 Ø8 & Ø3 f4 & f7 T
B3 3,4 TB3 7,8 TB3 11,12 TB5 3,4 TB5 7,8 TB5 11,12 TB7 3,4 TB7 7,8 TB7 11,12 TB9 2,3 TB9 5,2,6 TB9 8,3,9 TB9 11,12 W-
C1/55 W-C1/44 W-C1/77 W-C1/48 W-C1/57 W-C1/46 W-C1/79 W-C1/50 W-C1/61 W W-C1/75 J-Yellow J-Yellow W-C1/52

J J J J J J J J J J J E-
Orange E-Orange J

K K K K K K K K K K K K
-Blu+Shl K-Blu+Shl K
O

UTPUT FILE AUXILIARY
Ø1 Ø2 Ø
2P Ø3 Ø4 Ø4P A1 (OVL-C) A2 (OVL-D) A3
R
-125 C1/16 R-128 C1/12 R-113 C1/10 R-116 C1/7 R-101 C1/4 R-104 C1/2 R-A121C1/97 C5/14 R-A124 C1/94 C5/11 R-A111 C1/91 C5/9 OS1 Y
-126 C1/17 Y-129 C1/13 Y-114 C1/35 Y-117 C1/8 Y-102 C1/5 Y-105 C1/37 Y-A122 C1/98 C5/15 Y-A125 C1/95 C5/12 Y-A112 C1/101 C5/18 D-2 G-
127 C1/18 G-130 C1/15 G-115 C1/11 G-118 C1/9 G-103 C1/6 G-106 C1/3 G-A123 C1/99 C5/16 G-A126 C1/96 C5/13 G-A113 C1/93 C5/10 D-3 Ø5 Ø6 Ø
6P Ø7 Ø8 Ø8P A4 (OVL-A) A5 (OVL-B) A6
R
-131 C1/32 R-134 C1/29 R-119 C1/27 R-122 C1/24 R-107 C1/21 R-110 C1/19 R-A114 C1/88 C5/6 R-A101 C1/85 C5/3 R-A104 C1/84 C5/2 OS-2 Y
-132 C1/33 Y-135 C1/30 Y-120 C1/36 Y-123 C1/25 Y-108 C1/22 Y-111 C1/38 Y-A115 C1/89 C5/7 Y-A102 C1/86 C5/4 Y-A105 C1/100 C5/17 Flash G-
133 C1/34 G-136 C1/31 G-121 C1/28 G-124 C1/26 G-109 C1/23 G-112 C1/20 G-A116 C1/90 C5/8 G-A103 C1/87 C5/5 G-A106 C1/83 C5/1 OS-3 SC
L 85 19.855
Co
unty Route PM City
Sunnyval
e
L
ocation
B

ELLEVILLE WAY & FREMONT AVENUE
6 /13/2014
Attachment 3

DIODE CARD
1 9 Ø1 Y Ø1 G J
2 1 Ø2 G Ø2 Y A
3 12 Ø3 Y Ø3 G M
4 4 Ø4 G Ø4 Y D
5 7 Ø5 G Ø5 Y H
6 3 Ø6 Y Ø6 G B
7 10 Ø7 G Ø7 Y L
8 6 Ø8 Y Ø8 G E
9G 13 Ø2
P Y
9Y 16 Ø4
P Y
10G Ø6
P Y R
10Y Ø8
P Y U
11G N
/U S
11Y 15 N
/U
12G N
/U V
12Y 18 N
/U
13G 2 Ø2
P G
13Y 8 N
/U
14G 5 Ø4
P G
14Y 11 N
/U
15G Ø6
P G C
15Y N
/U K
16G Ø8
P G F
16Y N
/U N
SCL 85 19.855
C
ounty Route PM

BELLEVI

LLE WAY & FREMONT AVENUE S
unnyvale
Lo
cation C
ity
L

OAD SWITCH

ASSIGNMENT PIN

CHANNEL
PIN
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
3 4
5 6
7 8
9 10
11 12
13 14
15 16
16 2
2 2
2 2
2 2
2 2
2 2
2 2
2 15
4 5
6 7
8 9
10 11
12 13
14 15
16 16
15 5
6 7
8 9
10 11
12 13
14 15
16 16
15 14 13
6 7
8 9
10 11
12 13
14 15
16 16
15 14 13
7 8
9 10
11 12
13 14
15 16
16 15
14 12
13 8
9 10
11 12
13 14
15 16
16 15
14 12
11 3
3 3
3 3
3 3
3 3
3 3
3 3
14 14
4 4
4 4
4 4
4 4
4 4
4 4
13 13
13 5
5 5
5 5
5 5
5 5
5 5
12 12
12 12
6 6
6 6
6 6
6 6
6 6
11 11
11 11
11 7
7 7
7 7
7 7
7 7
10 10
10 10
10 10
8 8
8 8
8 8
8 8
9 9
9 9
9 9
9 13
9 10
11 12
13 14
15 16
16 15
14 12
11 10
1 2 3 4 5 6 7 8 15 16 13 14 11 12 9 10
6/13/
2014
Attachment 3

FIELD INPUT/OUTPUT

TERMINALS
TB-2 l
oops TB-3 loops TB-8 peds
1 & 2 1I1U 1 & 2 5J1U 1 MANUAL
3 & 4 1I1L 3 & 4 5J1L 2 SP1
5 & 6 2I2U 5 & 6 6J2U 3 COM
7 & 8 2I2L 7 & 8 6J2L 4 2-PPB
9 & 10 2I3U 9 & 10 6J3U 5 4-PPB
11 & 12 2I3L 11 & 12 6J3L 6 2-PPB 4-PPB COM
7 6
-PPB
8 8
-PPB
TB-4 l
oops TB-5 loops 9 6-PPB 8-PPB COM
1 & 2 2I4U 1 & 2 6J4U
3 & 4 2I4L 3 & 4 6J4L
5 & 6 3I5U 5 & 6 7J5U TB-9 e
mergency pre-emp.
7 & 8 3I5L 7 & 8 7J5L 1-SP2
9 & 10 4I6U 9 & 10 8J6U ** SP3 2-EV A & C PWR. ORN Wires to EV A & C 11 & 12 4I6L 11 & 12 8J6L ** C
OM 3
-EV B & D Pwr. ORN Wires to EV B & D
4-EVA Actuation Y
EL Wire to EV A
5-
EVC Actuation Y
EL Wire to EV C
TB-6 l
oops TB-7 loops 6-EV A & C COM Blu+shields to EV A & C
1 & 2 4I7U 1 & 2 8J7U 7-EVB Actuation YEL Wire to EV B
3 & 4 4I7L 3 & 4 8J7L 8-EVD Actuation YEL Wire to EV D
5 & 6 4I8U 5 & 6 8J8U 9-EV B & D COM Blu+shields to EV B & D 7 & 8 4I8L 7 & 8 8J8L 10-RR1
9 & 10 1I9U 9 & 10 5J9U 11-RR2
11 & 12 3I9L 11 & 12 7J9L 12-COM
**J11-
J to J12-E / J11-K to J13-E for opto probe pwr.
101 Ø4
- RED 113 Ø2P - DON'T WALK 125 Ø1 - RED
102 Ø4
- YELLOW 114 126 Ø1 - YELLOW
103 Ø4
- GREEN 115 Ø2P - WALK 127 Ø1 - GREEN
104 Ø
4P - DON'T WALK 116 Ø3 - RED 128 Ø2 - RED
105 117 Ø3
- YELLOW 129 Ø2 - YELLOW
106 Ø
4P - WALK 118 Ø3 - GREEN 130 Ø2 - GREEN
107 Ø8
- RED 119 Ø6P - DON'T WALK 131 Ø5 - RED
108 Ø8
- YELLOW 120 132 Ø5 - YELLOW
109 Ø8
- GREEN 121 Ø6P - WALK 133 Ø5 - GREEN
110 Ø
8P - DON'T WALK 122 Ø7 - RED 134 Ø6 - RED
111 123 Ø7
- YELLOW 135 Ø6 - YELLOW
112 Ø
8P - WALK 124 Ø7 - GREEN 136 Ø6 - GREEN
A
101 OVL-B RED (A5) A111 A121 OVL-C RED (A1)
A102 OVL-B YELLOW A112 A122 OVL-C YELLOW
A
103 OVL-B GREEN A113 A123 OVL-C GREEN
A
104 A114 OVL-A RED (A4) A124 OVL-D RED (A2)
A105 A115 OVL-A YELLOW A125 OVL-D YELLOW
A
106 A116 OVL-A GREEN A126 OVL-D GREEN

85 R
oute C
ity
FIELD

INPUT TERMINALS
SCL
C
ounty
FIE

LD OUTPUT TERMINALS

19. 855
PM
BELLEV

ILLE WAY & FREMONT AVENUE
L
ocation
AU
X. FIELD OUTPUT TERMINALS
S
unnyvale
T
B
8 T
B
8 T
B
8 &
&
6 /13/2014
Attachment 3

Attachment 3

INTERVAL TIMING FUNCTION Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8
0 WALK 551 551
1 FLASHING DON'T WALK 881 8 1 01
2 MINIMUM INITIAL 4 10 15 4 4 10 15 4
3 4 ADDED SEC./ACTUATION 0 1 . 4100110
5 PASSAGE 2 4 . 5522452
6 MAXIMUM GAP 3.5 5.5 7 3 3.5 4.5 7 3
7 MINIMUM GAP 1.5 3 4 1.5 1.7 3 4 1.5
8 MAXIMUM EXTENSION I 21 30 30 21 21 30 30 21
9 MAXIMUM EXTENSION II 80 80 80 80 80 80 80 80
A
B
C
SEC. OF GAP REDUCED 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
D PER SEC. OF INTERVAL 1 1 . 3221121
E YELLOW 34433443
F RED CLEARANCE 00011001
TURN ON TIMING CHANGE BY: REMARKS FILE
1557 TW/HS DC/HZ/AS ALL RED FLASH
DATE DATE Print Date By E# OPERATION
05/25/79 12/03/02 Mar 14,'12 BH SCL-085-19.856.xls E37S1 2−3φ

COUNTY ROUTE PM CITY INTERSECTION PROGRAM
SCL 85 19.856 Sunnyvale D5.7 1357
NOTE: To Initialize Controller: 1 ) Enter E-0-0-D-0-0-E

FILENAME
FREMONT AVENUE & RTE 85 RAMPS
N 8 S/B )
2) Enter Flag and Timing 3)Turn off controller to lock in Permitted Phases 4) Turn on ***SET REAL TIME CLOCK TO TELEPHONE TIME***
INTERVAL FLAG FUNCTION DISPLAY Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8
0 PERMITTED PHASES ON ON ON ON ON ON ON ON
1 RED DETECTOR LOCK
2 YELLOW DET. LOCK
3 VEHICLE RECALL ON ON ON ON
4 PEDESTRIAN RECALL
5 PEDESTRIAN PHASES ON ON ON ON
6 OVERLAP A
7 OVERLAP B
8 DOUBLE ENTRY ON ON ON ON
9 MAX EXT. II
A LAG PHASES FOR OBSERVATION ONLY (SET LAG PHASES AT C-F-0 TO C-F-9)

B RED REST

C NON ACTUATED
D MAXIMUM EXT. III

E START UP YELLOW

F FIRST PHASE GREEN

OBSERVE ON CALL LITES ONLY
Modem Reqd - Master Intersection
N
Fremont Ave
1 2
3 4
5 6
7 8
S1
S2
S3
S4
S5
S6
Ramp
N/B
Ramp
Attachment 3

PROGRAM CHIP
D5.7 U2 D-B-1 S1 Sampling Divisor 2E
12345678 1 2345678 D-B-2 S2 Sampling Divisor 2E
00000000 00000000 D-B-3 S3 Sampling Divisor 1E
D-B-4 S4 Sampling Divisor 1E
D-B-5 S5 Sampling Divisor 1E
E F 017 D-B-6 S6 Sampling Divisor 1E
E F 02.0
E
E
E
E
E
E
E

COORD MIN RECALL

COORD FAZES
LAG FAZES "FREE"
LAG FAZES "PATTERN 1"
LAG FAZES "PATTERN 2"
LAG FAZES "PATTERN 3"
LAG FAZES "PATTERN 4"
LAG FAZES "PATTERN 5"
LAG FAZES "PATTERN 6"
FREMONT AVENUE & RTE 85 RAMPS
LocationCounty
234678 234678
234678
234678

COORD MAX RECALL
1357 1357
City
SunnyvaleSCL
Route PM
85 19.856
2 6 2 6
C-F-B
C-F-C
C-F-9 LAG FAZES "PATTERN 9"
C-F-A
C-F-7 LAG FAZES "PATTERN 7"
C-F-8 LAG FAZES "PATTERN 8"
C-F-5 234678 234678
C-F-6
C-F-4
C-F-3
C-F-2 234678
234678 234678
C-F-0
C-F-1 234678
234678234678
*
*Must Enter according to current Date & Time
*F-9-
E MINUTE *
*F-9-F SECOND
*F-9-D HOUR *
THU=32, FRI=64, SAT=128 )
*F-9-C DAY OF WEEK (SUN=2, MON=4, TUE=8, WED=16, *
*F-9-A MONTH *
*F-9-B DAY *
*F-9-9 YEAR *
F-0-F RED REVERT 20
d 001
F-0-E MAXIMUM VARIABLE INITIAL 17 d 001
SWITCH (0=OFF) SWITCH (0=OFF) d 001
CODE FUNCTION ENTER DISPLAY d 001

LAMPS TIMING
LOCATION (1=ON ) FEATURE (1=ON ) d 002
U1 E# 25 EDAA D5.7

ENTER DISPLAY

LAMPS TIMING
d 002

CODE FUNCTION

NUMBER CHECKSUM
EPROM BOARD - 412C

CHIP NUMBER CHECKSUM PROGRAM
3/14/2012
Attachment 3

PATTERN 1 PATTERN 4 PATTERN 7

CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY C-1-0 CYC. LENG. 70 E C 070 C-4-0 CYC. LENG. 75 E C 075 C-7-0 CYC. LENG. E C C-1-1 φ 1 SPLIT E C C-4-1 φ 1 SPLIT E C C-7-1 φ 1 SPLIT E C C-1-2 φ 2 SPLIT 20 E C 020 C-4-2 φ 2 SPLIT 23 E C 023 C-7-2 φ 2 SPLIT E C C-1-3 φ 3 SPLIT E C C-4-3 φ 3 SPLIT E C C-7-3 φ 3 SPLIT E C C-1-4 φ 4 SPLIT 16 E C 016 C-4-4 φ 4 SPLIT 17 E C 017 C-7-4 φ 4 SPLIT E C C-1-5 φ 5 SPLIT E C C-4-5 φ 5 SPLIT E C C-7-5 φ 5 SPLIT E C C-1-6 φ 6 SPLIT 26 E C 026 C-4-6 φ 6 SPLIT 26 E C 026 C-7-6 φ 6 SPLIT E C C-1-7 φ 7 SPLIT E C C-4-7 φ 7 SPLIT E C C-7-7 φ 7 SPLIT E C C-1-8 φ 8 SPLIT 16 E C 016 C-4-8 φ 8 SPLIT 18 E C 018 C-7-8 φ 8 SPLIT E C C-1-A OFFSET A 31 E C 031 C-4-A OFFSET A 35 E C 035 C-7-A OFFSET A E C 000 PATTERN 2 PATTERN 5 PATTERN 8

CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY C-2-0 CYC. LENG. 75 E C 075 C-5-0 CYC. LENG. 85 E C 085 C-8-0 CYC. LENG. E C C-2-1 φ 1 SPLIT E C C-5-1 φ 1 SPLIT E C C-8-1 φ 1 SPLIT E C C-2-2 φ 2 SPLIT 21 E C 021 C-5-2 φ 2 SPLIT 24 E C 024 C-8-2 φ 2 SPLIT E C C-2-3 φ 3 SPLIT E C C-5-3 φ 3 SPLIT E C C-8-3 φ 3 SPLIT E C C-2-4 φ 4 SPLIT 14 E C 014 C-5-4 φ 4 SPLIT 18 E C 018 C-8-4 φ 4 SPLIT E C C-2-5
φ 5 SPLIT E C C-5-5 φ 5 SPLIT E C C-8-5 φ 5 SPLIT E C
3/14/2012
C25 φ 5 SPLIT E C C55 φ 5 SPLIT E C C85 φ 5 SPLIT E C
C-2-6 φ 6 SPLIT 30 E C 030 C-5-6 φ 6 SPLIT 34 E C 034 C-8-6 φ 6 SPLIT E C C-2-7 φ 7 SPLIT E C C-5-7 φ 7 SPLIT E C C-8-7 φ 7 SPLIT E C C-2-8 φ 8 SPLIT 17 E C 017 C-5-8 φ 8 SPLIT 17 E C 017 C-8-8 φ 8 SPLIT E C C-2-A OFFSET A 31 E C 031 C-5-A OFFSET A 37 E C 037 C-8-A OFFSET A E C 000 PATTERN 3 PATTERN 6 PATTERN 9

CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY C-3-0 CYC. LENG. 70 E C 070 C-6-0 CYC. LENG. E C C-9-0 CYC. LENG. E C C-3-1 φ 1 SPLIT E C C-6-1 φ 1 SPLIT E C C-9-1 φ 1 SPLIT E C C-3-2 φ 2 SPLIT 18 E C 018 C-6-2 φ 2 SPLIT E C C-9-2 φ 2 SPLIT E C C-3-3 φ 3 SPLIT E C C-6-3 φ 3 SPLIT E C C-9-3 φ 3 SPLIT E C C-3-4 φ 4 SPLIT 18 E C 018 C-6-4 φ 4 SPLIT E C C-9-4 φ 4 SPLIT E C C-3-5 φ 5 SPLIT E C C-6-5 φ 5 SPLIT E C C-9-5 φ 5 SPLIT E C C-3-6 φ 6 SPLIT 26 E C 026 C-6-6 φ 6 SPLIT E C C-9-6 φ 6 SPLIT E C C-3-7 φ 7 SPLIT E C C-6-7 φ 7 SPLIT E C C-9-7 φ 7 SPLIT E C C-3-8 φ 8 SPLIT 18 E C 018 C-6-8 φ 8 SPLIT E C C-9-8 φ 8 SPLIT E C C-3-A OFFSET A 29 E C 029 C-6-A OFFSET A E C 000 C-9-A OFFSET A E C 000 85 19.856
Route PM City
Sunnyvale
County
SCL
Location
FREMONT AVENUE & RTE 85 RAMPS
3/14/2012
Attachment 3

DAY OF THE WEEK DAY OF THE WEEK
SET DISPLAY LIGHTS 1-7 SET DISPLAY LIGHTS 1-7

DATE BY TIME SUN MON TUE WED THUR FRI SAT DATE BY TIME SUN MON TUE WED THUR FRI SAT 1234567 1234567
0 E0 0710 2 E XXXXX
1E 1 0900 4 E XXXXX
2E 2 0930 D E XXXXXXX
3E 3E
4E 4E
5E 5E
6E 6E
7E 7E
8E 8E
9E 9E
AE AE
BE BE
CE CE
DE DE
EE EE
FE FE
SCL
COUNTY
FREMONT AVENUE & RTE 85 RAMPS Sunnyvale

ROUTE PM LOCATION CITY
85 19.856

CONTROL
PLAN

DEPRESS
"E"
EVENT #
EVENT #

CONTROL
PLAN

DEPRESS
"E"
CONTROL CODE "8" CONTROL CODE "9"

TIME OF DAY SELECTION FOR COORDINATED CONTROL PLANS TIME OF DAY SELECTION FOR COORDINATED CONTROL PLANS KEY STROKES 9 + EVENT # + HOUR + MIN + Control Plan + "E" + DOW LTS KEY STROKES 9 + EVENT # + HOUR + MIN + Control Plan + "E" + DOW LTS 3/14/2012
Attachment 3

INPUT FILE - 332 CABINET 3/14/2012
123456789 1 0 1 1 1 2 1 3 1 4
1I1U S1 2I3U 2I4U 3I5U S3 4I7U 4I8U S6 *3-PPB* 2-PPB 6-PPB FLASH EX,CT EX,CT CL,T3 EX,CT EX,CT CL,T3 SENSE
1I10U 2I13U 2I15U 3I16U 4I19U 4I1B U 2I1E 6I2E
TB2 1,2 TB2 5,6 TB2 9,10 TB4 1,2 TB4 5,6 TB4 9,10 TB6 1,2 TB6 5,6 TB6 9,10 TB8 1,3 TB8 4,6 TB8 7,9 TB8 10,12 F-C1/56 F-C1/39 F-C1/63 F-C1/47 F-C1/58 F-C1/41 F-C1/65 F-C1/49 F-C1/60 F *F-C1/51* F-C1-67 F-C1/68 F-C1/81

DDDDDDDDDDDDDD

EEEEEEEEEEEEEE
1I1L 2I2L 2I3L 2I4L 3I5L 4I6L 4I7L 4I8L Q8 *7-PPB* 4-PPB 8-PPB STOP EX,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 TIME
1I10L 2I12L 2I14L 2I15L 3I16L 4I18L 4I1AL 4I1BL 4I1F 8I2F TB2 3,4 TB2 7,8 TB2 11,12 TB4 3,4 TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 TB8 2,3 TB8 5,6 TB8 8,9 TB8 11,12 W-C1/56 W-C1/43 W-C1/76 W-C1/47 W-C1/58 W-C1/45 W-C1/78 W-C1/49 W-C1/62 W *W-C1/52* W-C1/69 W-C1/70 W-C1/82

JJJJJJJJJJJJJJ

K K K K K K K K K K K K K K
5J1U S2 6J3U 6J4U 7J5U S4 8J7U 8J8U S5 SPARE EVA EVB 3-PPB EX,CT EX,CT CL,T3 EX,CT EX,CT CL,T3 2 PREMT PREMT
5J20U 6J23U 6J25U 7J26U 8J29U 8J2BU Ø2 & Ø5 Ø4 & Ø7
TB3 1,2 TB3 5,6 TB3 9,10 TB5 1,2 TB5 5,6 TB5 9,10 TB7 1,2 TB7 5,6 TB7 9,10 TB9 1,3 TB9 4,2,6 TB9 7,2,9 TB9 10,12 F-C1/55 F-C1/40 F-C1/64 F-C1/48 F-C1/57 F-C1/42 F-C1/66 F-C1/50 F-C1/59 F F-C1/54 D-Yellow D-Yellow F-C1/51

D D D D D D D D D D D EO EO D
3/14/2012
D D D D D D D D D D D E-Orange E-Orange D
EEEEEEEEEE E K-Blu+Shl K-Blu+Shl E
5J1L 6J2L 6J3L 6J4L 7J5L 8J6L 8J7L 8J8L Q7 SPARE EVC EVD 7-PPB EX,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 3 PREMT PREMT 5J20L 6J22L 6J24L 6J25L 7J26L 8J28L 8J2AL 8J2BL Ø6 & Ø1 Ø8 & Ø3 TB3 3,4 TB3 7,8 TB3 11,12 TB5 3,4 TB5 7,8 TB5 11,12 TB7 3,4 TB7 7,8 TB7 11,12 TB9 2,3 TB9 5,2,6 TB9 8,3,9 TB9 11,12 W-C1/55 W-C1/44 W-C1/77 W-C1/48 W-C1/57 W-C1/46 W-C1/79 W-C1/50 W-C1/61 W W-C1/75 J-Yellow J-Yellow W-C1/52 JJJJJJJJJJ J E-Orange E-Orange J
K K K K K K K K K K K K-Blu+Shl K-Blu+Shl K
Ø3P W OUTPUT FILE Ø3P D'W AUXILIARY
Ø1 Ø2 Ø2P Ø3 Ø4 Ø4P A1 (OVL-C) A2 (OVL-D) A3
R-125 C1/16 R-128 C1/12 R-113 C1/10 R-116 C1/7 R-101 C1/4 R-104 C1/2 R-A121C1/97 C5/14 R-A124 C1/94 C5/11 R-A111 C1/91 C5/9 OS1 Y-126 C1/17 Y-129 C1/13 Y-114 C1/35 Y-117 C1/8 Y-102 C1/5 Y-105 C1/37 Y-A122 C1/98 C5/15 Y-A125 C1/95 C5/12 Y-A112 C1/101 C5/18 D-2 G-127 C1/18 G-130 C1/15 G-115 C1/11 G-118 C1/9 G-103 C1/6 G-106 C1/3 G-A123 C1/99 C5/16 G-A126 C1/96 C5/13 G-A113 C1/93 C5/10 D-3 Ø5 Ø6 Ø6P Ø7 Ø8 Ø8P A4 (OVL-A) A5 (OVL-B) A6
R-131 C1/32 R-134 C1/29 R-119 C1/27 R-122 C1/24 R-107 C1/21 R-110 C1/19 R-A114 C1/88 C5/6 R-A101 C1/85 C5/3 R-A104 C1/84 C5/2 OS-2 Y-132 C1/33 Y-135 C1/30 Y-120 C1/36 Y-123 C1/25 Y-108 C1/22 Y-111 C1/38 Y-A115 C1/89 C5/7 Y-A102 C1/86 C5/4 Y-A105 C1/100 C5/17 Flash G-133 C1/34 G-136 C1/31 G-121 C1/28 G-124 C1/26 G-109 C1/23 G-112 C1/20 G-A116 C1/90 C5/8 G-A103 C1/87 C5/5 G-A106 C1/83 C5/1 OS-3 Ø7P W Ø7P D'W
SCL 85 19.856
County Route PM City
Sunnyvale
Location
FREMONT AVENUE & RTE 85 RAMPS
3/14/2012
Attachment 3

DIODE CARD
1 9 Ø1 Y Ø1 G J
2 1 Ø2 G Ø2 Y A
3 12 Ø3 Y Ø3 G M
4 4 Ø4 G Ø4 Y D
5 7 Ø5 G Ø5 Y H
6 3 Ø6 Y Ø6 G B
7 10 Ø7 G Ø7 Y L
8 6 Ø8 Y Ø8 G E
9G 13 Ø2P Y
9Y 16 Ø4P Y
10G Ø6P Y R
10Y Ø8P Y U
11G N/U S
11Y 15 N/U
12G N/U V

CHANNEL

PIN LOAD SWITCH

ASSIGNMENT PIN
2 3
4 5
6 7
8 9
10 11
1 1
1 1
1 1
1 1
1 1
3 4
5 6
7 8
9 10
11 12
2 2
2 2
2 2
2 2
2 2
4 5
6 7
8 9
10 11
12 13
5 6
7 8
9 10
11 12
13 14
6 7
8 9
10 11
12 13
14 15
7 8
9 10
11 12
13 14
15 16
8 9
10 11
12 13
14 15
16 16
3 3
3 3
3 3
3 3
3 3
4 4
4 4
4 4
4 4
4 4
5 5
5 5
5 5
5 5
5 5
6 6
6 6
6 6
6 6
6 6
7 7
7 7
7 7
7 7
7 10
8 8
8 8
8 8
8 8
9 9
9 10
11 12
13 14
15 16
16 15
Ø3P W
Ø7P W
3/14/2012
12G N/U V
12Y 18 N/U
13G 2 Ø2P G
13Y 8 N/U
14G 5 Ø4P G
14Y 11 N/U
15G Ø6P G C
15Y N/U K
16G Ø8P G F
16Y N/U N
SCL 85 19.856
County Route PM
FREMONT AVENUE & RTE 85 RAMPS Sunnyvale
Location City
11 12
13 14
15 16
1 1
1 1
1 1
12 13
14 15
16 16
2 2
2 2
2 15
13 14
15 16
16 15
14 15
16 16
15 14 13
15 16
16 15
14 13
16 16
15 14
12 13
16 15
14 12
11 3
3 3
3 14
14 4
4 4
13 13
13 5
5 12
12 12
12 6
11 11
11 11
11 10
10 10
10 10
10 9
9 9
9 9
9 13
15 14
12 11
10 1 2 345 6 7 81516 13 14 11 12 910
3/14/2012
Attachment 3

FIELD INPUT/OUTPUT TERMINALS
TB-2 loops TB-3 loops TB-8 peds
1 & 2 1I1U 1 & 2 5J1U 1 *3-PPB*
3 & 4 1I1L 3 & 4 5J1L 2 *7-PPB*
5 & 6 5 & 6 3 COM
7 & 8 2I2L 7 & 8 6J2L 4 2-PPB
9 & 10 2I3U 9 & 10 6J3U 5 4-PPB
11 & 12 2I3L 11 & 12 6J3L 6 2-PPB 4-PPB COM
7 6-PPB
8 8-PPB
TB-4 loops TB-5 loops 9 6-PPB 8-PPB COM
1 & 2 2I4U 1 & 2 6J4U
3 & 4 2I4L 3 & 4 6J4L
5 & 6 3I5U 5 & 6 7J5U TB-9 emergency pre-emp.
7 & 8 3I5L 7 & 8 7J5L 1-SP2
9 & 10 9 & 10 ** SP3 2-EV A & C PWR. ORN Wires to EV A & C 11 & 12 4I6L 11 & 12 8J6L ** COM 3-EV B & D Pwr. ORN Wires to EV B & D 4-EVA Actuation YEL Wire to EV A
5-EVC Actuation YEL Wire to EV C
TB-6 loops TB-7 loops 6-EV A & C COM Blu+shields to EV A & C 1 & 2 4I7U 1 & 2 8J7U 7-EVB Actuation YEL Wire to EV B
3 & 4 4I7L 3 & 4 8J7L 8-EVD Actuation YEL Wire to EV D
5 & 6 4I8U 5 & 6 8J8U 9-EV B & D COM Blu+shields to EV B & D 7 & 8 4I8L 7 & 8 8J8L 3-PPB
9 & 10 9 & 10 7-PPB
11 & 12 11 & 12 3-PPB & 7-PPB COM
**J11-J to J12-E / J11-K to J13-E for opto probe pwr.

FIELD INPUT TERMINALS
S1
S3
S6
Q8
S2
S4
S5
Q7
&
&
3/14/2012
101 Ø4 - RED 113 Ø2P - DON'T WALK 125 Ø1 - RED
102 Ø4 - YELLOW 114 Ø3P - WALK 126 Ø1 - YELLOW
103 Ø4 - GREEN 115 Ø2P - WALK 127 Ø1 - GREEN
104 Ø4P - DON'T WALK 116 Ø3 - RED 128 Ø2 - RED
105 Ø3P - DON'T WALK 117 Ø3 - YELLOW 129 Ø2 - YELLOW
106 Ø4P - WALK 118 Ø3 - GREEN 130 Ø2 - GREEN
107 Ø8 - RED 119 Ø6P - DON'T WALK 131 Ø5 - RED
108 Ø8 - YELLOW 120 Ø7P - WALK 132 Ø5 - YELLOW
109 Ø8 - GREEN 121 Ø6P - WALK 133 Ø5 - GREEN
110 Ø8P - DON'T WALK 122 Ø7 - RED 134 Ø6 - RED
111 Ø7P - DON'T WALK 123 Ø7 - YELLOW 135 Ø6 - YELLOW
112 Ø8P - WALK 124 Ø7 - GREEN 136 Ø6 - GREEN
A101 OVL-B RED (A5) A111 A121 OVL-C RED (A1)
A102 OVL-B YELLOW A112 A122 OVL-C YELLOW
A103 OVL-B GREEN A113 A123 OVL-C GREEN
A104 A114 OVL-A RED (A4) A124 OVL-D RED (A2)
A105 A115 OVL-A YELLOW A125 OVL-D YELLOW
A106 A116 OVL-A GREEN A126 OVL-D GREEN

85 Route
Sunnyvale
City
SCL
County

FIELD OUTPUT TERMINALS

19.856
PM
FREMONT AVENUE & RTE 85 RAMPS
Location
AUX. FIELD OUTPUT TERMINALS
T
B
8 T
B
8 T
B
8 3/14/2012
Attachment 3

3/14/2012

LAMPS LAMPS
D-0-A S1 MATCH - "FREE" 23 E d 02.3 D-5-A S1 MATCH - "PATTERN 5" 165 E d 16.5 D-0-B S2 MATCH - "FREE" 29 E d 02.9 D-5-B S2 MATCH - "PATTERN 5" 160 E d 16.0 D-0-C S3 MATCH - "FREE" 15 E d 01.5 D-5-C S3 MATCH - "PATTERN 5" 60 E d 06.0 D-0-D S4 MATCH - "FREE" 17 E d 01.7 D-5-D S4 MATCH - "PATTERN 5" 40 E d 04.0 D-0-E S5 MATCH - "FREE" 12 E d 01.2 D-5-E S5 MATCH - "PATTERN 5" 15 E d 01.5 D-0-F S6 MATCH - "FREE" 15 E d 01.5 D-5-F S6 MATCH - "PATTERN 5" 85 E d 08.5 D-1-A S1 MATCH - "PATTERN 1" 33 E d 03.3 D-6-A S1 MATCH - "PATTERN 6" E d 00.0 D-1-B S2 MATCH - "PATTERN 1" 73 E d 07.3 D-6-B S2 MATCH - "PATTERN 6" E d 00.0 D-1-C S3 MATCH - "PATTERN 1" 40 E d 04.0 D-6-C S3 MATCH - "PATTERN 6" E d 00.0 D-1-D S4 MATCH - "PATTERN 1" 25 E d 02.5 D-6-D S4 MATCH - "PATTERN 6" E d 00.0 D-1-E S5 MATCH - "PATTERN 1" 20 E d 02.0 D-6-E S5 MATCH - "PATTERN 6" E d 00.0 D-1-F S6 MATCH - "PATTERN 1" 35 E d 03.5 D-6-F S6 MATCH - "PATTERN 6" E d 00.0 D-2-A S1 MATCH - "PATTERN 2" E d 00.0 D-7-A S1 MATCH - "PATTERN 7" E d 00.0 D-2-B S2 MATCH - "PATTERN 2" E d 00.0 D-7-B S2 MATCH - "PATTERN 7" E d 00.0 D-2-C S3 MATCH - "PATTERN 2" E d 00.0 D-7-C S3 MATCH - "PATTERN 7" E d 00.0 D-2-D S4 MATCH - "PATTERN 2" E d 00.0 D-7-D S4 MATCH - "PATTERN 7" E d 00.0

TIMING TIMINGFUNCTION ENTER
D5 SAMPLING MATCHING TABLE

CODE FUNCTION ENTER CODEDISPLAY DISPLAY
D-2-E S5 MATCH - "PATTERN 2" E d 00.0 D-7-E S5 MATCH - "PATTERN 7" E d 00.0 D-2-F S6 MATCH - "PATTERN 2" E d 00.0 D-7-F S6 MATCH - "PATTERN 7" E d 00.0 D-3-A S1 MATCH - "PATTERN 3" 43 E d 04.3 D-8-A S1 MATCH - "PATTERN 8" E d 00.0 D-3-B S2 MATCH - "PATTERN 3" 78 E d 07.8 D-8-B S2 MATCH - "PATTERN 8" E d 00.0 D-3-C S3 MATCH - "PATTERN 3" 60 E d 06.0 D-8-C S3 MATCH - "PATTERN 8" E d 00.0 D-3-D S4 MATCH - "PATTERN 3" 40 E d 04.0 D-8-D S4 MATCH - "PATTERN 8" E d 00.0 D-3-E S5 MATCH - "PATTERN 3" 15 E d 01.5 D-8-E S5 MATCH - "PATTERN 8" E d 00.0 D-3-F S6 MATCH - "PATTERN 3" 25 E d 02.5 D-8-F S6 MATCH - "PATTERN 8" E d 00.0 D-4-A S1 MATCH - "PATTERN 4" 75 E d 07.5 D-9-A S1 MATCH - "PATTERN 9" E d 00.0 D-4-B S2 MATCH - "PATTERN 4" 100 E d 10.0 D-9-B S2 MATCH - "PATTERN 9" E d 00.0 D-4-C S3 MATCH - "PATTERN 4" 60 E d 06.0 D-9-C S3 MATCH - "PATTERN 9" E d 00.0 D-4-D S4 MATCH - "PATTERN 4" 40 E d 04.0 D-9-D S4 MATCH - "PATTERN 9" E d 00.0 D-4-E S5 MATCH - "PATTERN 4" 15 E d 01.5 D-9-E S5 MATCH - "PATTERN 9" E d 00.0 D-4-F S6 MATCH - "PATTERN 4" 85 E d 08.5 D-9-F S6 MATCH - "PATTERN 9" E d 00.0 SCL 85 19.856
County Route PM CityLocation
FREMONT AVENUE & RTE 85 RAMPS Sunnyvale
Attachment 3

INTERVA
L TIMING FUNCTION Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8
0 WALK 5 5 5
1 FLASHING DON'T WALK 14 14 20
2 MINIMUM INITIAL 8 8 8 8 8 8
3 TYPE 3 DET. DISCONNECT 0 15 0 0 15 0
4 ADDED SEC./ACTUATION 0 1.2 0 0 1.5 0
5 PASSAGE 2 4 2.5 3 4 2.5
6 MAXIMUM GAP 3 5 3 4 5 3
7 MINIMUM GAP 1.5 3 1.5 2 3 1.5
8 MAXIMUM EXTENSION I 11 27 22 26 32 22
9 MAXIMUM EXTENSION II 26 26

A MAXIMUM EXTENSION III
B
C SEC. OF GAP REDUCED 0.1 0.1 0.1 0.1 0.1 0.1
D PER SEC. OF INTERVAL 1 2 2 1 2 2
E YELLOW 3 4 3 3 4 3
F R
ED CLEARANCE 0 0 0 0 0 0
T
URN ON TIMING CHANGE BY: REMARKS FILE
1350 TJW/HCS DC/HZ A

LL RED FLASH
DA
TE DATE Print Date By F
ILENAME E# OPE
RATION
05/23/79 03/14/05 Jun 13,'14 RG SCL-085-19.857.xls ESVO1 5F C

OUNTY ROUTE PM CITY INTERSECTION PROGRAM
S
CL 85 1

9.857 S
unnyvale C

8.4 Local 1
NOTE
: To Initialize Controller: 1)Set Location & Feature Switches; 2) Clear RAM Location C-C-0 wi
th STOP-TIME ON; 3) Enter Non-zero at C-C-1 to enter timing; 4)Enter 0 at C-C-1 to start ***SE
T REAL TIME CLOCK TO TELEPHONE TIME***
INTERVAL FLAG FUNCTION DISPLAY Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8
0 PERMITTED PHASES F 187 ON ON ON ON ON ON
1 RED DETECTOR LOCK
2 YELLOW DET. LOCK
3 VEHICLE RECALL F 034 ON ON
4 PEDESTRIAN RECALL
5 PEDESTRIAN PHASES F 162 ON ON ON
6 OVERLAP A
7 OVERLAP B
8 DOUBLE ENTRY F 170 ON ON ON ON
9 MAX EXT. II F 136 ON ON
A LAG PHASES VIEW FOR OBSERVATION ONLY (SET LAG PHASES AT C-F-0 TO C-F-9)

B RED REST

C NON ACTUATED
D MAXIMUM EXT. III

E START UP YELLOW
F FIRST PHASE GREEN F 034 ON ON
B

ERNARDO AVENUE & FREMONT AVENUE
Mo
dem Reqd - Master @ Fremont Ave & Rte 85 Ramps
8P
used for both sides
D
TC 2/25/10: updated min recall.

D
TC 6/29/10: updated for ph 2 and ph6 donot walk time.

N
2 5
4 8
1 6 Frem
ont Ave
Bernardo
Attachment 3

II
1,
-
�TERVAL TIMING FUNCTION0 01 02 03 WALK 04 05 06 07 08 1 FLASHING DON'T WALK 4- _).j 4- l - �-5 � .. 2 MlNIMuM INITIAL 14 14 z.3� 3 8 8 ) ll Cf� TYPE� DET. DISCONNECT -4t ... ( 8 // -,i 4 ADDED SEC./ACTUA TION 0 15 0 0 15 -- 0 5 0 1.2 0 0 1.5 � PASSAGE 2 4 0 6 2.5 3 4L MAXIMlJMGAP 3 2.5 7 5 3 4 5 MINIMOM. GAP 3 1.5 3 1.5 2 3 1, 8 MAXIMUM EXTENSION I 11 27 1.5 22 26 32 9 MAXIMUM EXTENSION II 22 A 26 26 MAXIMUM EXTENSION III
C SEC. OF GAP REDUCED 0.1 0.1 0.1 0.1 0.1 0.1 D PER SEC. OF INTERVAL I 2 2 I 2 2 E YELLOW 3-7 ➔ 4.1 -4 / 1 1,-3 3-1� (f. i -4 1.,i--3 F RED CLEARANCE 0 a 0 0 0 0TURN ON TlMJNG CHANGE BY: REMARKs FILE 1350 TJW/HCS DC/HZ ALL RED FLASH
DATE DATE Print D11te By FILENAME E# OPERATION
05/23/79 03/14/05 Jun 13,'14 RG SCL-085-19.857.xls ESVO1 5D COUNTY ROUTE PM CITY INTERSEqlON PROGRAM
SCL 85 19.857 Sunnvvale BERNARDO
A VENUE & FREMONT A VENUE-11 C8.4 Local 1
_Jl8 L
NOTE: To lrlitialize Controller: 1)Set Location & Feature Switches; 2) Clear RAM Location C-C-0 ''1 with STOP-TIME ON; 3) Enter Non-zero at C-C-1 to enter timing; 4)Enter Oat C-C-1 to start ***SET REAL TIME CLOCK TO TELEPHONE TIME*** ..._ 2
1--! ,r---5
Fremont Ave 6 ✓
l
o
JF en

INTERVAL FLAG FUNCTION
0 I PERMITTED PHASES
1 RED DETECTOR LOCK
2 YELLOW DET. LOCK
3 VEillCLE RECALL
4 PEDESTRIAN RECALL
5 PED�STRIAN PHASES
6 I /OVERLAP A
7 I OVERLAPB
8 DOUBLE ENTRY
MAX EXT. 11

A LAG PHASES

B RED REST

C NON ACTUATED
MAXIMUM EXT. III

START UP YELLOWE

FIRST PHASE GREEN
F
Modem Reqd - Master Cm Fremont Ave & Rte 85 Ramps
8P used for both sides
DTC 2/25/10: updated min recall.

DTC 6/29/10: updated for ph 2 and ph6-donot walk time.
,:,.,.,f{i� ,'�\fe---i , f V,I� 1":,..c;""
DISPLAY 01 02\ 03 04 -"05
F 187 ON ON ON ON
'
F 034 ON
F 162 ON \ \
F 170 ON ON
F 136 ON
I
f-'\fL. 1/-,//'1
06 07 08
ON ON
ON
ON ON
ON ON
ON
VIEW FOR OBSERVATION ONLY (SET LAG PHASES AT C-F-0 TO C-F-9) F 034 ON ON
II
II
Attachment 3

...
swITcH (o-oFF) 1101 ol o 010101 o swITcH <0=0FF) 010101 o 010111 o F-c-,= AA fV\ ,� Acc�'5� I 1-3 1; Ft 23

CODE FUNCTION
F-0-E MAXIMUM V ARlABLE lNlTlAL
F-0-F RED REVERT
F-D-0 TBCSEL
F-D-1 HOUR
F-D-2 MINUTE
F-D-8 OFFSET SEEK.ING FLAG
C-0-0 LOCAL ADDRESS
C-C-2 PC MASTER DOWNLOAD

C-F-C COORDINATED FAZES
D-0-9 FEATURE (Set by Feature Switch)
D-1-8 Delay 416L
D-4-1 Stretch 6J2U
D-4-2 Stretch 6J2L
D-4-3 Stretch 6J3U
C-F-0 LAG FAZES "FREE"
C-F-1 LAG FAZES "PATTERN l"
C-F-2 LAG FAZES "PATTERN 2"
C-F-3 LAG FAZES "PATTERN 3"
C-F-4 LAG FAZES "PATTERN 4"
C-F-5 LAG FAZES "PATTERNS"
C-F-6 LAG FAZES "PATTERN 6"
C-F-7 LAG FAZES "PATTERN 7"
C-F-8 LAG FAZES "PATTERN 8"
I C-1'-':J \LAG FAZES "PATTERN 9"
SCL 85
County Route

19.857
PM
24 E
20 E F 02.0 -
1 E F 001
OE F 000
OE F 000
1 E F 001
OBSERVE ONLY C 001
1 E C 001
2 6 2 6 C 034
OBSERVE ONLY d 064
100 E d 10.0
rl lj_l {)
2E d 00.2
2E d00.2
2E d00.2
2 4 5 8 2 4 5 8 C 154
2 4 5 8 2 4 5 8 C 154
2 4 5 8 2 4 5 8 C 154
2 4 5 8 2 4 5 8 C 154
2 4 5 8 2 4 5 8 C 154
2 4 5 8 2 4 5 8 C 154
C
C
C
C-E-1
C-E-2
C-E-3
C-E- 4
C-E-5
C-E-6
C-E-7
C-E-8
C-b-':J
LAG PHASE Gap-Out "PATTERN l"
LAG PHASE Gap-Out "PATTERN 2"
LAG PHASE Gap-Out "PATTERN 3"
LAG PHASE Gap-Out "PATTERN 4"
LAG PHASE Gap-Out "PATTERN 5"
LAG PHASE Gap-Out "PATTERN 6"
LAG PHASE Gap-Out "PATTERN 7"
LAG PHASE Gap-Out "PATTERN 8"
LAG PHASE Gap-Out ''PATTERN 9"

BERNARDO AVENUE & FREMONT AVENUE
Location
5 E
SE
SE
5 E
5 E
E
E
E
C 005
C 005
C 005
C 005
C 005
C
C
C
IC
Sunnyvale
City
Attachment 3

PAI I t.l'\N l

CODE FUNCTION
C-1-0 CYC. LENG.

C-1-1 $
1 SPLIT
C-1-2 $ 2 SPLIT
C-1-3 $ 3 SPLrT
C-1-4 $ 4 SPLrT
C-1-5 $ 5 SPLIT
C-1-6 $ 6 SPLIT
C-1-7 $ 7 SPLIT
C-1-8 $ 8 SPLIT
C-1-A Ut-1-:Sl:.I A
C-1-B OFFSET B
1 C-1-C.: Ul""l"":St.l C.:

CYC. LENG.

C-2-1 $ 1 SPLIT
C-2-2 $ 2 SPLIT
C-2-3 $ 3 SPLIT
C-2-4 $ 4 SPLIT
C-2-5 $ 5 SPLIT
C-2-6 $ 6 SPLIT
C-2-7 $ 7 SPLIT
C-2-8 $ 8 SPLIT
C-3-1 $ 1 SPLIT
C-3-2 $ 2 SPLIT
C-3 -3 $ 3 SPLIT
C-3-4 $ 4 SPLIT
C-3-5 $ 5 SPLIT
C-3-6 $ 6 SPLIT
C-3-7 $ 7 SPLIT
C-3-8 $ 8 SPLIT
SCL
County
ENTER DlSPLAY
70 E C 070
12 E C 012
E C
E C
19 E C 019
12 E C 012
E C
E C
19 E C 019
Si I:. IC u:,l'.

E C
E IC
ENTER DlSPLAY
75 E C 075
14 E C 014
E C
E C
19 E C 019
18 E C 018
E C
E C
19 E C 019

ENTER DISPLAY
85 Route
70 E C 070
10 E C 010
E C
E C
19 E C 019
18 E C 018
E C
E C

19.857
PM
PAI I t.l'\N 4

CODE FUNCTION ENTER DISPLAY
C-4-0 CYC. LENG. 75 E C 075
C-4-1 $ 1 SPLrT 12 E C 012
C-4-2 $ 2 SPLIT E C
C-4-3 $ 3 SPLIT E C
C-4-4 $ 4 SPLIT 20 E C 020
C-4-5 $ 5 SPLIT 19 E C 019
C-4-6 $ 6 SPLIT E C
C-4-7 $ 7 SPLIT E C
C-4-8 $ 8 SPLIT 20 E C 020
C-4-A Ul""l"":St.l A 55 E Cu:,:,
C-4-B OFFSET B E C
C-4-C Ut-t-:Sl:.I C I:. c.:

PAI ltRN 5

CODE FUNCTION ENTER DISPLAY
C-5-0 CYC. LENG. 85 E C 085
C-5-1 $ 1 SPLIT 11 E C 011
C-5-2 $ 2 SPLIT E C
C-5-3 $ 3 SPLIT E C
C-5-4 $ 4 SPLIT 16 E C 016
C-5-5 $ 5 SPLIT 29 E C 029
C-5-6 $ 6 SPLIT E C
C-5-7 $ 7 SPLIT E C
C-5-8 $ 8 SPLIT 22 E C 022
C.:-5-A Urr::>t.l A bl I:. C Ubf
C-5-B OFFSET B E C
c-:,-t: vrr:,c.l C I:. C
PAI I t:RN 6
CODE
C-6-0
C-6-1
C-6-2
C,6-3
C-6-4
C-6-5
C-6-6
C-6-7
C-6-8
C-b-A
C-6-B
C-6-C

FUNCTION
CYC. LENG.
$ 1 SPLIT
$ 2 SPLIT
$ 3 SPLIT
$ 4 SPLIT
$ 5 SPLrT
$ 6 SPLIT
$ 7 SPLrT
$ 8 SPLIT
urr.:>t.l A

OFFSET B
vrr::.t:1 C

ENTER DISPLAY
E C
E C
E C
E C
E C
E C
E C
E C
E C
El. uuu
E C
I:. IC
PAI ICl'\N 7

CODE FUNCTION ENTER DISPLAY
C-7-0 CYC. LENG. E C
C-7-1 $ 1 SPLIT E C
C-7-2 $ 2 SPLIT E C
C-7-3 $ 3 SPLIT E C
C-7-4 $ 4 SPLIT E C
C-7-5 $ S SPLIT E C
C-7-6 $ 6 SPLIT E C
C-7-7 $ 7 SPLIT E C
C-7-8 $ 8 SPLIT E C
C-7-A Vrr::>t:I A E C uuu
C-7-B OFFSET B E C
C-7-C Ut-t-:Sl:.I C I:. IC
1-'AI It.KN H
CODE FUNCTION ENTER DlSPLAY
C-8-0 CYC. LENG. E C
C-8-1 $ 1 SPLIT E C
C-8-2 $ 2 SPLIT E C
C-8-3 C:, 3 SPLIT E C
C-8-4 C:, 4 SPLIT E C
C-8-5 C:, 5 SPLIT E C
C-8-6 C:, 6 SPLIT E C
C-8-7 C:, 7 SPLIT E C
C-8-8 C:, 8 SPLIT E C
C-8-A Urr::>t.l A E C uuu
C-8-B OFFSET B E C
l.-1:H.: vrr.:>t.l C I:. C
PAI ICt\N 9

CODE FUNCTION ENTER DISPLAY
C-9-0 CYC. LENG. E C
C-9-1 $ 1 SPLIT E C
C-9-2 $ 2 SPLIT E C
C-9-3 $ 3 SPLIT E C
C-9-4 $ 4 SPLIT E C
C-9-5 $ 5 SPLIT E C
C-9-6 $ 6 SPLIT E C
C-9-7 $ 7 SPLIT E C
C-9-8 $ 8 SPLIT E C
C-9-A Vrr::>t.l A I: l. uuu
C-9-B OFFSET B E C
C-9-C urr.:>t.1 c E C

BERNARDO A VENUE & FREMONT A VENU E

LOCATION
CODE
D-E-1
D-E-2
D-E-3
D-E-4
D-E-5
D-E-6
D-E-7
D-E-8
CODE
D-F-1
D-F-2
D-F-3
D-F-4
D-F-5
D-F-6
D-F-7
D-F-8
D-1""-�
2 3
4 5
6 7 d
d
9 d
Llll_n�!J t-'tU I"_� l ,
.ft I I
PAmRN ENTER
1 2
3 4
5 6
7 8
�

CALL TIMING

LAMPS DATA
d
d
d
d
d
d
d
d
d
Sunnyvale
CITY
� /o
Attachment 3

\ 1
CONTROL CODE "7"
T\ME OF DAY ACJIVITY TABLE
KE '( STROKES 7 + EVENT # + HOUR + MIN + ACT CODE + "E" + ON/OFF + DOW L �1

I I DAY OF THE WEEK
'z � Vl ON/Off SET DISPLAY LIGHTS 1-7
TIME
Vl
> LU w LIGHT SUN MON TUE WED w 50 0::
> --- Q. I:
0 ,. 2 3 4 <8 LU W ,w Cs:
0600 2 E ON X X X X
2200 2 E vrr X X .x X
2 E
3 L E -
4 \ l E
s E
6 E
7 E
E
9 E
A E
B E
C E
D E
E E
I r I I �
"7" KEY ACTIVITY CODE
1 = TYPE OF SIMULTANEOUS PHASE TERMINATION
2=MAX 2 FAZES
3=MAX 3 FAZES
TH.JR FRI
5 6
X X
X X
SAT
7 .x
4=CONDITIONAL SERVICE ( 1 ST SELECT) FAZES SET AT E-F-0 S=CONDITIONAL SERVICE ( 2 ND SELECT) FAZES SET AT E-F-1 6=ENERGIZE AUX 6 RED
7 =ENERGIZE AUX 6 GREEN
8=ENERGIZE AUX 6 YELLOW
9=CONSTANT CALL ON FAZES SET AT D-F-A
A= TRAFFIC ACTUATED MAX 2 OPERATION
B=CONSTANT CALL ON FAZES SET AT D-F-B
C=YELLOW YIELD COORDINATION
D=YELLOW YIELD COORDINATION
E=COORD FREE IF. F-D-4 = 0
F=FLASHING OPERATION
SCL 85
County Route

19.857
PM
CONTROL CODE "9"

TIME OF DAY SELECTION FOR COORDINATED CONTROL PLANS
KEY STROKES 9 + EVENT # + HOUR + MIN + Control Plan + Offset + "E" + DOW LTS ..J I- V)
I- i UJ V)
DATE -BY z TIME
��
(/) w cc UJ LL
Cl. I:
�
LL Ww 0 Ca:
0 E
1 E
2 E
3 E
4 E
5 E
6 E
7 E
8 E
9 B
A B
B B
C E
D E
E E
.t' h

REMONT A VENUE BERNARDO A VENUE & F
Location
SUN
1 DAY OF THE WEEK
SET DISPLAY LIGHTS 1- 7
MON T1Jf
2 3
WED Tl-lUR FRI
4 5 6
Sunnyvale
c,ty
"
SAT
7 4/19/2005
Attachment 3

;---_
A
/
INPUT FILE - 332 CABINET
1 2 '\ 3 4 5 6 7 8 9 10
lllU 212U 213U 214U 315U 416U 417U 418U 119U
EX,CT . EX,CT EX,CT CL,T 3 EX,C T EX,CT EX,CT CL,T 3 EX,CT lllOU 2111U 2113U 2115U 3116U 4117U 4119U 411BU lllCU
TB2 1,2 TB2 5,6 TB2 9,10 TB4 1,2 TB4 5,6 TB4 9,10 TB6 1,2 TB6 5,6 TB6 9,10 F-Cl/56 F-Cl/ 39 F-Cl/6 3 F-Cl/47 F-Cl/58 F-Cl/41 F-Cl/65 F-Cl/49 F-Cl/6 0 F D
\
D
I

D D D D D D D D

E E E E E E E E E E
lllL \ 212L I 213L 214L 315L 416L 417L 418L 319L
EX,CT EX,CT EX 1CL, T3 EX,CT EX,CT EX CL,T 3 EX,C T
lllOL 2112L 2114L 3116L 4118L 411AL 411BL 311DL / 2115L TB2 3,4 TB2 7,8, TB2 11,12 [B4 3,4 ;TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 W-Cl/56 W-Cl/43 W-Cl/76
tr7
W-Cl/58 W-Cl/45 W-Cl/78 W-Cl/49 W-Cl/62 w

I J/ J J
---K.--- \._-,K K
SJlU
EX,CT
5J20U
TB3 1,2
F-Cl/55
D
E
SJ'L
EX,CT
SJ20L
TB3 3,4
W-Cl/55
J
K
01 R-125 C1/16
Y-126C1/17
G-127 C1/18
05 R-131 C1/32
Y-132
C1/33
I G-133 C1/34
SCL
County
6JZU--- !f 6J3 U ,"\ 6J4U
EX,CT EX,C T � CL, T3
6J21U ( 6J23U 6J25U
TB3 5,6 TB3 9,10 TBS 1,2
F-Cl/40 F-Cl/64 F-Cl/48
D
� � �
1) D
E
6J2L
EX,CT
6J22L
TB3 7,8
W-Cl/44
J
K
02 R-128 C1/12
Y-129 C1/13
G-130 C1/15
06 R-134 C1/29
Y-135 C1/30
1 G-136C1/31
85 Route
E
6J3L 6J4L

EX CL,T 3
6J24L 6J25L
TB3 11,12 TBS 3,4
W-Cl/77 W-Cl/48
J J
K K

OUTPUT FILE
02P
R-113 C1/10
Y-114C1/35
G-115 C1/1 1
06P
R-1 19 C1/27
Y-120 C1/36
G-121 C1/28

19.857
PM
03 R-116 C1f7
Y-117 C1/8
G-118 C1/9
07 R-122 C1/24
Y-123 C1/25
G-124C1/26

J J J J J J

K K K K K K
7JSU 8J6U 8J7U 8J8U 5J9U
EX,CT EX,C T EX,CT CL,T 3 EX,CT
7J26U 8J27U 8J29U 8J2BU 5J2CU
TBS 5,6 TBS 9,10 TB7 1,2 TB7 5,6 TB7 9,10
F-Cl/57 F-Cl/42 F-Cl/66 F-Cl/50 F-Cl/59 F

D D D D D D

E E E E E E
7JSL 8J6L 8J7L 8J8L 7J9L
EX,CT ,. EX,CT EX CL,T3 EX,CT
7J26L " rt:J28L 8J2AL 8J2BL 7J2DL
TBS 7,8 �1 1, 12 TB7 3,4 TB7 7,8 TB7 11,12
W-Cl/57 W 61/46 W-Cl/79 W-Cl/50 W-Cl/61 w

J J J J J J
K
( Kt K K K K
\
04 04P Al (OVL-C)
R-101 C1/4 R-104 C1/2 R-A121C1/97 C5/14
Y-102 C1/5 Y-105 C1/37 Y-A122 C1/98 C5/15
G-103 C1/6 G-106 C1/3 G-A123 C1/99 C5/16
08 08P
R-107 C1/21 R-110 C1/19
A4 (OVL-A)
R-A114 C1/88C5/6
Y-108 C1/22 Y-111 C1/38
G-109 C1/23 G-112 C1/20
Y-A115 C1/89C5/7
G-A116 C1/00C5/8

BERNARDO AVENUE & FREMONT AVENUE
Location
4/1 !,,
11 12 13 14
MANUAL 2-PPB 6-PPB FL
SENSE.
211B 612B
TB8 1,3 TB8 4,6 TB8 7,9 TB8 10,12 F-Cl/80 F-Cl-67 F-Cl/68 F-Cl/81D D D D

E E E E
SPARE 4-PPB 8-PPB STOP
1 TIME
411F 812F
TB8 2,3 TB8 5,6 TB8 8 ,9 TB8 11,12
W-Cl/5 3 W-Cl/69 W-Cl/70 W-Cl/82

J J J J

K K K K
SPARE EVA EVB RRl
2 PREMT PREMT PREMT
02&05 04&07 q,2 & q,5
TB9 1,3 TB9 4,2,6 TB9 7,2,9 TB9 10,12
F-C1/54 D-Yellow D-Yellow F-Cl/51
D E-Orange E-Orange D
E K-Blu+Shl K-Blu+Shl E
SPARE EVC EVD RR2
3 PREMT PREMT PREMT
06&01 08&03 4>4 & q,7
TB9 2,3 TB9 5,2,6 TB9 8,3 9 TB9 11,12
W-C1/75 J-Yellow J-Yellow W-Cl/52
J E-Orange E-Orange J
K K-Blu+Sbl K-Blu+Sbl

ARY AUXILI
A2 (OVL-D) A3
R-A124 C1/94 CE/11 R-A111 C1/91 C5/9 OS1
Y-A112 C1/101 CE/18 D-2 Y-A125 C1/95 CE/12
G-A126 C1/96 C5/13 G-A113 C1/93 C5/10 D-3
AS (OVL-B) A6
R-A101 C1/85 C5/3 R-A 104 C 1 /84 C5/2 OS-2
Y-A102 C1/86 CE/4 Y-A105 c1I100 C5'17 Flash
G-A100 C1/83 C5/1 OS-3 G-A103 C1/87 CE/5
Sunnyvale
c,ty
Attachment 3

TB-4
1&2
3&4
5&6
7&8
.9& 10
I 11 & 12
TB-6
1&2
3&4
5&6
7&8
9& 10
11 & 12
101 -102
103
104
105
106
107 -108
110
111
112
A101
A102
A103
A104 -A105
A106
SCL 85
County Route
I
�------ 7
loops
lllU
lHL
2120
212L
2130
213L
loops
2140
2l4L
3l5U
315L
4l6U
4l6L
loops
4l7U
4l7L
4l8U
4l8L
119U
3l9L
04 -RED

FIEL D INPUT/OUTPUT TERMINALS
TB-3
1&2
3&4
5&6
7&8
9& 10
11 & 12
TB-5
1&2
3&4
5&6
7&8
9 & 10
11 & 12
TB-7
1&2
3&4
5&6
7&8
9& 10
11 & 12

FIELD INPUT TERMINALS
loops TB 8 SJlU
- peds
SJlL MANUAL
6J2U 2 SP1
6J2L
3 COM
6JJU 2-PPB
6J3L 4-PPB
loops
6J4U
6J4L
7J5U
7J5L
8J6U **
8J6L ...
loops
8J7U
8J7L
8J8U
8J8L
5J9U
7J9L
lsn
lcoot
TB-9
l-SP2
2-EV A &
C PWR.
3-EV B & D Pwr.
4-EV A Actuation
5-EVC Actuation
6-EVA&CCOM
7-EVB Actuation
8-EVD Actuation
9-EVB&DCOM
10-RRl
ll-RR2
12-COM
2-PPB & 4-PPB COM 6-PPB
8-PPB
6-PPB & 8-PPB COM
emergency pre-emp.
- - ➔- ORNWirestoEVA&C
-- ➔- ORN Wires to EV B & D
-- ➔- YEL Wire to EV A
-- ➔- YEL Wire to EV C
-- ➔- Blu+shields to EV A & c
-- ➔- YEL Wire to EV B
-- ➔- YEL Wire to EV D
-- ➔- Blu+shields to EV 8 & D
**Jlt..J" to Jl2-E / JII-K to JIJ-E for opto probe pwr.

FIELD OUTPUT TERMINALS
113 02P -DON'T WALK 125 01 -RED
04 -YELLOW 114 126 01 -YELLOW
04 -GREEN 115 02P - WALK 127 01 -GREEN
04P - DON'T WALK 116 03 -RED 128 02 -RED
117 03 -YELLOW 129 02 -YELLOW
04P - WALK 118 03 -GREEN 130 02 -GREEN
08 -RED 119 06P -DON'T WALK 131 05 -RED
08 -YELLOW 120 132 05 -YELLOW
08 -GREEN 121 06P - WALK 733" 05 -GREEN
08P - DON'T WALK 122 07 -RED 134 06 -RED
123 07 -YELLOW 135 06 -YELLOW
08P - WALK 124 07 -GREEN 136 06 -GREEN
AUX. FIELD OUTPUT TERMINALS
OVL-B RED (A5) A111 A121 OVL-CRED
OVL-B YELLOW A112 A122 OVL-C YELLOW
OVL-BGREEN A113 A123 OVL-CGREEN
A114 OVL-ARED (A4) A124 OVL-DRED
A115
- A125 OVL-D YELLOW OVL-A YELLOW
A116 OVL-AGREEN A126 OVL-DGREEN

19.857 BERNARDO A VENUE & FREMONT A VENUE
PM Location
(A1) ,,
(A2)
Sunnyvale
City
4/19/2005
Attachment 3

I.

I

DIODE CARD
/'1 I◄ 2 2 I◄ 3 3 � 4 4 I◄ 5 5 I◄ 6 6 I◄ I◄ 7 7 8 8 �
1 I◄ 3 2 I◄ 4 I◄ 5 4 I◄ 6 I◄ I◄
f;i;'l 1�·,,.3 5 7 6 8 7 I◄ 9 8 10
!

PIN LOAD SWITCH
1 I◄ I◄ I◄ I◄
ASSIGNME NT PJNI•
4 2 5 3 6 4 7 5 8 6 9 7 I◄ 10 8 I◄ 11 u
1 9 01Y 01G
1 5 2 6 3 I◄ 7 4 8 5 9 6 10 7 I◄ 11 8 I◄ 12 2 1 02G 02Y 12 03Y 03G M
-
1 6 2 I◄ 7 3 I◄ 8 4 9 5 10 6 I◄ 11 7 I◄ 12 8 I◄ 4 4 04( 04Y 13 5 7 05 C 05Y H 1 I◄ 7 2 I◄ 8 3 I◄ 9 4 10 5 I◄ 11 6 I◄ I◄ I◄
6 3 06Y 06G B 12 7 13 8 14 10 07 G 07Y L
1 I◄ 8 2 9 3 I◄ 10 4 I◄ 11 5 I◄ 12 6 I◄ I◄
8 6 08Y 08G E 13 7 14 8 15 9G 13 02PY
1 9 2 10 3 I◄ 11 4 I◄ 12 5 13 6 I◄ 14 7 I◄ 15 8 16 gy 16 04PY 10G 06PY R
1 10 2 I◄ 11 3 I◄ 12 4 I◄ 13 5 I◄ 14 6 15 7 I◄ 16 9 16 10Y 08PY u 11G NIU s
1 I◄ 11 2 I◄ 12 3 I◄ 13 4 I◄ 14 5 I◄ 15 6 I◄ 16 10 16 9 15 11Y 15 NIU 12G NIU V
1 I◄ 12 2 13 3 I◄ 14 4 I◄ 15 5 I◄ 16 11 I◄ 16 10 15 9 I◄ 14 12Y 18 NIU 13G 2 02PG
1 I◄ I◄ I◄ I◄ I◄ I◄
13Y 8 NIU
13 2 14 3 15 4 16 12 16 11 15 10 14 9 13 14G 5 04P (
I◄ I◄ I◄ I◄
14Y 11 NIU l
1 14 2 15 3 I◄ 16 13 I◄ 16 12 15 11 14 10 13 9 12 06PG C 15G 15Y NIU K
1 15 2 I◄ 16 14 I◄ 16 13 15 12 I◄ 14 11 I◄ 13 10 I◄ 12 9 I◄ 11 08PG F16G 16Y NIU I N
1 16 15 16 15 1 12 13 11 12 10 11 9 10 I◄ I◄ 14 \◄ 3 I◄ 14 I◄ I◄ I◄ 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

BERN ARD O A VENUE & FREMONT A VENUE
SunnITale
SCL 85 19.857 City
County Route PM Location
4/19/2005
Attachment 3

Fre
mont Avenue Traffic Operations Study Page 12
Recommended Timi
ng Memorandum June 2021
Fie
ld Summaries
Attachment 3

Brand: # Bat
teries: N/A
Signal Monitor/MMU:

NO
2 4
14 18 LOCATION:

ADA?:
0 INTERSECTION SAFETY LI
GHTING
LOCATION:

LU
MINAIRE:

WATT
S:

TYPE:

AC
TIVE:

MAKER:

TYPE:

CCTV
LOCA
TION:

COMMENTS:

NONE NONE
ACTI
VE BY
APPROACH: N/A N/A N/A

PREEMPTION
RAILRO

AD EMERGENCY TRANSIT

NO NO NO
NONE
Side Street Advance: N/A
COMMENTS:
# Tra
ffic Signal Poles
CONDUIT SIZE(S):

CONDUIT TYPE(S):

CONDUIT CONDITION:

PULL BOX CONDITION:

COMMENTS:

Side Street Stop Bar: N/A
Main Street Advance: N/A
Side Street Advance: YES

CONDITION OF DETECTION
COMME
NTS:
#12
" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL
Vehicle Heads:

Side Street Stop Bar: YES
Main Street Advance: YES
# DETECTOR CA
RDS: # DETECTOR CHANNELS USED:

LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: N/A TRAF

FIC SIGNAL FIELD EQUIPMENT
PE

DESTRIAN CURB RAMPS
N/A
Main
Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: NONE # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CA RDS: PED PPB ADA
VENDOR:
# PED Ph
ases:

Side Street Advance: INDUCTIVE LOOPS
VEHIC

LE DETECTION PEDESTR

IAN DETECTION
Type Brand/Model # PE
D Signal Heads: PED Head Countdown?

BATTERY BACKUP N/A
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT:

Traffic Controller Info: Brand: McCain COMMENTS:

Firmware Ty
pe: 170
Firmware Version: D5.7 1357
IP Address: N/A
Cabinet Intersection Location: SE Switch Hardware: # PORTS IN USE:

Traffic Signal Controller Type: 170 Device IP Address: # O F SIC CABLES FOUND:

TRAFFIC CAB

INET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: SERIAL # PORTS AVAILABLE:

Surveyor:SR 85 Ramps
Fremont Avenue
N/S Street Name:

E/W Street Name:

Traffic Signal Equipment Fie
ld Assessment
Date: 3/4/2021
Intersection ID
: SCL-085-19.856
Caltrans - City of Sunnyvale
Fremont Avenue & SR 85 Ramps
Agency:

Intersection Name:

Attachment 3

BACK OF CABIN
ET IMAGE:

AER
IAL IMAGE OF INTERSECTION:

FRON
T OF CABINET IMAGE:

Attachment 3

Brand: # Bat
teries: N/A
Signal Monitor/MMU:
8 NO
10 NO
2 3
6 8 LOCATION: NW NE SW SE
ADA?: YES

YES YES YES
6 2
7 15
10 INTERSECTION SAFETY LI
GHTING
LOCATION: NW

NE SW SE E MEDIAN W MEDIAN
LUMINAIRE: LED

LED LED LED LED LED
WATTS: 137
137 137 137 137 137
TYPE:

ACTIVE:

MAKER:

TYPE:

CCTV
LOCA
TION:

COMMENTS:

NONE NONE
ACTI
VE BY
APPROACH: N/A N/A N/A

PREEMPTION
RAILRO

AD EMERGENCY TRANSIT

NO NO NO
NONE
Side Street Advance: N/A
COMMENTS:
# Tra
ffic Signal Poles
CONDUIT SIZE(S):

CONDUIT TYPE(S):

CONDUIT CONDITION:

PULL BOX CONDITION:

COMMENTS:

Side Street Stop Bar: N/A
Main Street Advance: N/A
Side Street Advance: N/A

CONDITION OF DETECTION
COMME
NTS:

Confir
med visually in street view.
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL
Vehicle Heads:

Side Street Stop Bar: YES
Main Street Advance: NO
# DETECTOR CA
RDS: # DETECTOR CHANNELS USED:

LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: N/A TRAF

FIC SIGNAL FIELD EQUIPMENT
PE

DESTRIAN CURB RAMPS
N/A
Main
Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: NONE # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CA RDS: PED PPB ADA
VENDOR:
# PED Ph
ases:

Side Street Advance: NONE
VEHIC

LE DETECTION PEDESTR

IAN DETECTION
Type Brand/Model # PE
D Signal Heads: PED Head Countdown?

BATTERY BACKUP N/A
Model/Brand: EDI 210C EXISTING GPS TIME SOURCE UNIT:

Traffic Controller Info: Brand: McCain COMMENTS:

Firmware Ty
pe: 170
Firmware Version: C8.4 Local 2
IP Address: N/A
Cabinet Intersection Location: NE Switch Hardware: # PORTS IN USE:

Traffic Signal Controller Type: 170 Device IP Address: # O F SIC CABLES FOUND:

TRAFFIC CAB

INET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: SERIAL # PORTS AVAILABLE:

Surveyor:Bellville Way
Fremont Avenue
N/S Street Name:

E/W Street Name:

Traffic Signal Equipment Fie
ld Assessment
Date: 3/4/2021
Intersection ID
: SCL-085-19.855
Caltrans - City of Sunnyvale
Fremont Avenue & Belleville Way
Agency:

Intersection Name:

Attachment 3

BACK OF CABIN
ET IMAGE:

AER
IAL IMAGE OF INTERSECTION:

FRON
T OF CABINET IMAGE:

Attachment 3

0 Brand: # Bat
teries: N/A
Signal Monitor/MMU:
8 NO
NO
4 8 LOCATION: NW NE SW SE
ADA?: YES

YES YES YES
5 8 13
12 INTERSECTION SAFETY LI
GHTING
LOCATION: NW SE E MEDIA
N
LUMINAIRE: LED

LED LED
WATTS: 137
137 137
TYPE:

ACTIVE:

MAKER:

TYPE:

Traffic Signal Equipment Fie
ld Assessment
Date: 3/4/2021
Intersection ID
: SCL-085-19.857
Caltrans - City of Sunnyvale
Fremont Avenue and Bernardo Avenue
Agency:

Intersection Name:

TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: SERIAL # PORTS AVAILABLE:

Surveyor:Bernardo Avenue
Fremont Avenue
N/S Street Name:

E/W Street Name:

Cabinet Intersection Location: NW Switch Hardware: # PORTS IN USE:

Traffic Signal Controller Type: 170 Device IP Address:
# O
F SIC CABLES FOUND:

VEHIC

LE DETECTION PEDESTR

IAN DETECTION
Type Brand/Model # PE
D Signal Heads: PED Head Countdown?

BATTERY BACKUP N/A
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT:

Traffic Controller Info: Brand: McCain COMMENTS:

Firmware Ty
pe: 170
Firmware Version: C8.4 Local 1
IP Address: N/A
Main Street Stop Bar: INDUCTIVE LOOPS N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS N/A # PED DETECTOR CA RDS: PED PPB ADA
VENDOR:

Side Street Advance: N/A N/A PE

DESTRIAN CURB RAMPS
# DETECTOR CARDS: # DETECTOR CHANNELS USED:

Main Street Advance: INDUCTIVE LOOPS N/A # PED Phases:

LANE-BY-LANE DETECTION
Main Street Stop Bar: NO COMME
NTS:

Side Street Stop Bar: YES
Main Street Advance: YES
Side Street Advance:

Side Street Stop Bar: N/A #12
" Vehicle Heads: Dual Vehicle Heads:

Main Street Advance: N/A #8" Vehicle Heads: TOTAL
Vehicle Heads:

N/A

CONDITION OF DETECTION
Main Street Stop Bar: N/A TRAF

FIC SIGNAL FIELD EQUIPMENT

PREEMPTION CONDUIT TYPE(
S):

RAILROAD EMERGENCY TRANSIT CONDUIT CONDITION:

Side Street Advance: N/A # Traffic Signal Poles
COMMENTS:

CONDUIT SIZE(S):

NO NO NO PUL
L BOX CONDITION:

NONE NONE NONE COMMENTS:

COMMEN
TS:

ACTI
VE BY
APPROACH: N/A N/A N/A
CCTV
LOCA
TION:

Attachment 3

FRON
T OF CABINET IMAGE: BACK OF CABIN
ET IMAGE:

AER
IAL IMAGE OF INTERSECTION:

Attachment 3

Fre
mont Avenue Traffic Operations Study
Existin
g Timing Summaries
Attachment 3

Fre
mont Avenue Traffic Operations Study
AM Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis AM Peak
Ki
mley Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 791 307 576 968 0 0 0 0 260 0 411
Future Volume (vph) 0 791 307 576 968 0 0 0 0 260 0 411 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 3.7 4.1 4.7 4.7
Lane Ut
il. Factor 0.91 1.00 0.95 1.00 1.00
Frt 0.96 1.00 1.00 1.00 0.85
Flt P
rotected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 4872 1770 3539 1770 1583
Flt P
ermitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 4872 1770 3539 1770 1583
Peak-hour factor,
PHF 0.87 0.87 0.87 0.97 0.97 0.97 0.92 0.92 0.92 0.83 0.83 0.83 Adj. Flow (vph) 0 909 353 594 998 0 0 0 0 313 0 495
RTO
R Reduction (vph) 0 93 0 0 0 0 0 0 0 0 0 112
Lane Group Flow (vph) 0 1169 0 594 998 0 0 0 0 313 0 383 Turn Type NA Prot NA Prot Prot
Protect
ed Phases 2 1 6 4 4
Permi
tted Phases
Actuated Green, G (s) 23.9 21.3 48.9 17.3 17.3
Effe
ctive Green, g (s) 23.9 21.3 48.9 17.3 17.3
Actuated g/C Ratio 0.32 0.28 0.65 0.23 0.23
Cl
earance Time (s) 4.1 3.7 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1552 502
2307 408 365
v/s Ratio Prot c0.24 c0.34 0.28 0.18 c0.24
v
/s Ratio Perm
v/c Ratio 0.75 1.18 0.43 0.77 1.05
Uni
form Delay, d1 22.9 26.9 6.3 27.0 28.9
Progression Factor 0.89 0.76 0.58 1.00 1.00
Increm
ental Delay, d2 1.1 93.8 0.3 8.4 61.0
Delay (s) 21.6 114.3 4.0 35.4 89.8
Level of
Service C F A D F
Approach Delay (s) 21.6 45.2 0.0 68.7
Approach LOS C D A E
Int
ersection Summary
HCM
2000 Control Delay 42.3 HCM 2000 Level of Service D
HCM 2000 Volume to Capacity ratio 0.98
Act
uated Cycle Length (s) 75.0 Sum of lost time (s) 12.5
Intersection Capacity Utilization 114.6% ICU Level of Service H Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis AM Peak
Ki
mley Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 346 699 0 0 1291 681 385 0 256 0 0 0
Future Volume (vph) 346 699 0 0 1291 681 385 0 256 0 0 0 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lane Ut
il. Factor 1.00 0.95 0.91 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt P
rotected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 5085 1583 1770 1583
Flt P
ermitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 5085 1583 1770 1583
Peak-hour factor,
PHF 0.89 0.89 0.89 0.99 0.99 0.99 0.77 0.77 0.77 0.92 0.92 0.92 Adj. Flow (vph) 389 785 0 0 1304 688 500 0 332 0 0 0
RTO
R Reduction (vph) 0 0 0 0 0 446 0 0 140 0 0 0
Lane Group Flow (vph) 389 785 0 0 1304 242 0 500 192 0 0 0 Turn Type Prot NA NA
Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permi
tted Phases 6 8
Actuated Green, G (s) 14.3 44.9 25.9 25.9 21.3 21.3
Effe
ctive Green, g (s) 14.3 44.9 25.9 25.9 21.3 21.3
Actuated g/C Ratio 0.19 0.60 0.35 0.35 0.28 0.28
Cl
earance Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
337 2118 1756 546 502 449
v/s Ratio Prot c0.22 0.22 c0.26 c0.28
v
/s Ratio Perm 0.15 0.12
v/c Ratio 1.15 0.37 0.74 0.44 1.00 0.43
Uni
form Delay, d1 30.4 7.8 21.6 19.0 26.8 21.9
Progression Factor 0.75 0.69 0.54 1.27 1.00 1.00
Increm
ental Delay, d2 88.8 0.3 1.0 0.3 38.9 0.7
Delay (s) 111.4 5.7 12.7 24.5 65.7 22.5
Level of
Service F A B C E C
Approach Delay (s) 40.7 16.7 48.5 0.0
Approach LOS D B D A
Int
ersection Summary
HCM
2000 Control Delay 30.4 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.93
Act
uated Cycle Length (s) 75.0 Sum of lost time (s) 13.5
Intersection Capacity Utilization 114.6% ICU Level of Service H Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis AM Peak
Ki
mley Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 14 865 8 140 1285 83 43 3 11 277 0 4
Future Volume (vph) 14 865 8 140 1285 83 43 3 11 277 0 4 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2 Lane Ut
il. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 1.00 0.85
Flt P
rotected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 1546 1770 3502 1779 1583 1770 1583 Flt P
ermitted 0.95 1.00 1.00 0.95 1.00 0.79 1.00 0.72 1.00
Satd. Flow (perm) 1770 3539 1546 1770 3502 1473 1583 1500 1583 Peak-hour factor,
PHF 0.86 0.86 0.86 0.76 0.76 0.76 0.89 0.89 0.89 0.62 0.62 0.62 Adj. Flow (vph) 16 1006 9 184 1691 109 48 3 12 447 0 6
RTO
R Reduction (vph) 0 0 5 0 5 0 0 0 9 0 4 0
Lane Group Flow (vph) 16 1006 4 184 1795 0 0 51 3 447 2 0 Co
nfl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 4 5
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Actuated Green, G (s) 1.8 30.4 30.4 12.8 41.4 19.8 19.8 19.8 19.8 Effe
ctive Green, g (s) 1.8 30.4 30.4 12.8 41.4 19.8 19.8 19.8 19.8 Actuated g/C Ratio 0.02 0.41 0.41 0.17 0.55 0.26 0.26 0.26 0.26 Cl
earance Time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 42
1434 626 302 1933 388 417 396 417
v/s Ratio Prot 0.01 0.28 c0.10 c0.51 0.00
v
/s Ratio Perm 0.00 0.03 0.00 c0.30
v/c Ratio 0.38 0.70 0.01 0.61 0.93 0.13 0.01 1.13 0.00
Uni
form Delay, d1 36.1 18.5 13.3 28.8 15.4 21.0 20.4 27.6 20.3 Progression Factor 1.00 1.00 1.00 1.15 0.70 1.00 1.00 1.00 1.00 Increm
ental Delay, d2 5.7 2.9 0.0 3.1 8.6 0.2 0.0 85.1 0.0
Delay (s) 41.7 21.4 13.3 36.1 19.3 21.2 20.4 112.7 20.3 Level of
Service D C B D B C C F C
Approach Delay (s) 21.7 20.9 21.0 111.5
Approach LOS C C C F
Int
ersection Summary
HCM
2000 Control Delay 32.7 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.99
Act
uated Cycle Length (s) 75.0 Sum of lost time (s) 12.0
Intersection Capacity Utilization 77.9% ICU Level of Service D Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

857: S B
ernardo Ave & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis AM Peak
Ki
mley Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 248 606 121 20 1302 42 223 61 19 22 25 526 Future Volume (vph) 248 606 121 20 1302 42 223 61 19 22 25 526 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lane Ut
il. Factor 1.00 0.95 1.00 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.98 1.00 1.00 0.99 1.00 0.85
Flt P
rotected 0.95 1.00 0.95 1.00 0.96 0.98 1.00
Satd. Flow (prot) 1770 3438 1770 5057 1780 1820 1559
Flt P
ermitted 0.95 1.00 0.95 1.00 0.75 0.85 1.00
Satd. Flow (perm) 1770 3438 1770 5057 1381 1582 1559
Peak-hour factor,
PHF 0.81 0.81 0.81 0.91 0.91 0.91 0.89 0.89 0.89 0.87 0.87 0.87 Adj. Flow (vph) 306 748 149 22 1431 46 251 69 21 25 29 605 RTO
R Reduction (vph) 0 18 0 0 5 0 0 3 0 0 0 383
Lane Group Flow (vph) 306 879 0 22 1472 0 0 338 0 0 54 222 Co
nfl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 3 6 1 4
Turn Type Prot NA Prot NA Pe
rm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Actuated Green, G (s) 19.0 39.7 3.2 23.9 20.6 20.6 20.6 Effe
ctive Green, g (s) 19.0 39.7 3.2 23.9 20.6 20.6 20.6
Actuated g/C Ratio 0.25 0.53 0.04 0.32 0.27 0.27 0.27
Cl
earance Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
448 1819 75 1611 379 434 428
v/s Ratio Prot c0.17 0.26 0.01 c0.29
v
/s Ratio Perm c0.24 0.03 0.14
v/c Ratio 0.68 0.48 0.29 0.91 0.89 0.12 0.52
Uni
form Delay, d1 25.3 11.2 34.8 24.6 26.1 20.4 23.0
Progression Factor 1.10 1.05 1.00 1.00 1.00 1.00 1.00
Increm
ental Delay, d2 4.0 0.9 2.2 9.5 22.2 0.1 1.1
Delay (s) 31.9 12.6 37.0 34.1 48.3 20.6 24.1
Level of
Service C B D C D C C
Approach Delay (s) 17.5 34.1 48.3 23.8
Approach LOS B C D C
Int
ersection Summary
HCM
2000 Control Delay 28.2 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.84
Act
uated Cycle Length (s) 75.0 Sum of lost time (s) 11.5
Intersection Capacity Utilization 86.0% ICU Level of Service E Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

Fre
mont Avenue Traffic Operations Study
Midda
y Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Midday Peak Ki
mley Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 488 272 367 572 0 0 0 0 270 0 223
Future Volume (vph) 0 488 272 367 572 0 0 0 0 270 0 223 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 3.7 4.1 4.7 4.7
Lane Ut
il. Factor 0.91 1.00 0.95 1.00 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.95 1.00 1.00 1.00 0.85
Flt P
rotected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 4776 1770 3539 1770 1583
Flt P
ermitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 4776 1770 3539 1770 1583
Peak-hour factor,
PHF 0.86 0.86 0.86 0.87 0.87 0.87 0.92 0.92 0.92 0.83 0.83 0.83 Adj. Flow (vph) 0 567 316 422 657 0 0 0 0 325 0 269
RTO
R Reduction (vph) 0 144 0 0 0 0 0 0 0 0 0 112
Lane Group Flow (vph) 0 739 0 422 657 0 0 0 0 325 0 157 Co
nfl. Bikes (#/hr) 1
Turn Type NA Prot NA Prot Prot
Protect
ed Phases 2 1 6 4 4
Permitted Phases
Act
uated Green, G (s) 19.9 22.2 45.8 15.4 15.4
Effective Green, g (s) 19.9 22.2 45.8 15.4 15.4
Ac
tuated g/C Ratio 0.28 0.32 0.65 0.22 0.22
Clearance Time (s) 4.1 3.7 4.1 4.7 4.7
Vehi
cle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1357 561
2315 389 348
v
/s Ratio Prot c0.15 c0.24 0.19 c0.18 0.10
v/s Ratio Perm
v
/c Ratio 0.54 0.75 0.28 0.84 0.45
Uniform Delay, d1 21.2 21.4 5.1 26.1 23.6
Progression Fact
or 0.84 0.93 0.64 1.00 1.00
Incremental Delay, d2 0.4 8.3 0.3 14.3 0.9
Del
ay (s) 18.3 28.2 3.6 40.4 24.6
Level of Service B C A D C
Approach Del
ay (s) 18.3 13.2 0.0 33.2
Approach LOS B B A C
Int
ersection Summary
HCM
2000 Control Delay 19.6 HCM 2000 Level of Service B
HCM
2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 12.5 Int
ersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15
c Crit
ical Lane Group
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Midday Peak Ki
mley Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 194 577 0 0 665 299 260 3 352 0 0 0
Future Volume (vph) 194 577 0 0 665 299 260 3 352 0 0 0 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lane Ut
il. Factor 1.00 0.95 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt P
rotected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 5085 1535 1775 1583
Flt P
ermitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 5085 1535 1775 1583
Peak-hour factor,
PHF 0.90 0.90 0.90 0.97 0.97 0.97 0.86 0.86 0.86 0.92 0.92 0.92 Adj. Flow (vph) 216 641 0 0 686 308 302 3 409 0 0 0
RTO
R Reduction (vph) 0 0 0 0 0 194 0 0 229 0 0 0
Lane Group Flow (vph) 216 641 0 0 686 114 0 305 180 0 0 0 Co
nfl. Peds. (#/hr) 4 4
Confl. Bikes (#/hr) 3 2
Turn Type Prot NA NA
Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permi
tted Phases 6 8
Actuated Green, G (s) 15.4 46.0 25.9 25.9 15.2 15.2
Effe
ctive Green, g (s) 15.4 46.0 25.9 25.9 15.2 15.2
Actuated g/C Ratio 0.22 0.66 0.37 0.37 0.22 0.22
Cl
earance Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
389 2325 1881 567 385 343
v/s Ratio Prot c0.12 0.18 c0.13 c0.17
v
/s Ratio Perm 0.07 0.11
v/c Ratio 0.56 0.28 0.36 0.20 0.79 0.52
Uni
form Delay, d1 24.3 5.0 16.1 15.0 25.9 24.2
Progression Factor 0.94 0.50 0.65 1.76 1.00 1.00
Increm
ental Delay, d2 4.2 0.2 0.1 0.2 10.7 1.4
Delay (s) 27.1 2.7 10.5 26.6 36.6 25.6
Level of
Service C A B C D C
Approach Delay (s) 8.9 15.5 30.3 0.0
Approach LOS A B C A
Int
ersection Summary
HCM
2000 Control Delay 17.4 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.53
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 13.5
Intersection Capacity Utilization 61.5% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Midday Peak Ki
mley Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 672 12 117 692 46 10 2 31 133 1 3
Future Volume (vph) 0 672 12 117 692 46 10 2 31 133 1 3 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lane Ut
il. Factor 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.99 1.00 0.85 1.00 0.89
Flt P
rotected 1.00 1.00 0.95 1.00 0.96 1.00 0.95 1.00
Satd. Flow (prot) 3539 1539 1770 3501 1787 1583 1770 1663 Flt P
ermitted 1.00 1.00 0.95 1.00 0.87 1.00 0.75 1.00
Satd. Flow (perm) 3539 1539 1770 3501 1614 1583 1500 1663 Peak-hour factor,
PHF 0.88 0.88 0.88 0.90 0.90 0.90 0.90 0.90 0.90 0.56 0.56 0.56 Adj. Flow (vph) 0 764 14 130 769 51 11 2 34 238 2 5
RTO
R Reduction (vph) 0 0 7 0 4 0 0 0 26 0 4 0
Lane Group Flow (vph) 0 764 7 130 816 0 0 13 8 238 3 0
Co
nfl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 6 3
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Actuated Green, G (s) 33.2 33.2 8.9 45.8 15.9 15.9 15.9 15.9 Effe
ctive Green, g (s) 33.2 33.2 8.9 45.8 15.9 15.9 15.9 15.9 Actuated g/C Ratio 0.47 0.47 0.13 0.65 0.23 0.23 0.23 0.23 Cl
earance Time (s) 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1678
729 225 2290 366 359 340 377
v/s Ratio Prot c0.22 c0.07 0.23 0.00
v
/s Ratio Perm 0.00 0.01 0.00 c0.16
v/c Ratio 0.46 0.01 0.58 0.36 0.04 0.02 0.70 0.01
Uni
form Delay, d1 12.3 9.7 28.8 5.5 21.1 21.0 24.9 20.9
Progression Factor 1.00 1.00 1.25 0.85 1.00 1.00 1.00 1.00 Increm
ental Delay, d2 0.9 0.0 3.4 0.4 0.0 0.0 6.2 0.0
Delay (s) 13.2 9.7 39.5 5.0 21.1 21.0 31.0 21.0
Level of
Service B A D A C C C C
Approach Delay (s) 13.2 9.7 21.1 30.8
Approach LOS B A C C
Int
ersection Summary
HCM
2000 Control Delay 13.9 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.54
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.0
Intersection Capacity Utilization 59.3% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

857: S B
ernardo Ave & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Midday Peak Ki
mley Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 158 742 53 10 790 50 52 11 5 53 19 202
Future Volume (vph) 158 742 53 10 790 50 52 11 5 53 19 202 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lane Ut
il. Factor 1.00 0.95 1.00 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.99 1.00 0.99 0.99 1.00 0.85
Flt P
rotected 0.95 1.00 0.95 1.00 0.96 0.96 1.00
Satd. Flow (prot) 1770 3499 1770 5032 1773 1796 1557
Flt P
ermitted 0.95 1.00 0.95 1.00 0.75 0.80 1.00
Satd. Flow (perm) 1770 3499 1770 5032 1385 1492 1557
Peak-hour factor,
PHF 0.88 0.88 0.88 0.91 0.91 0.91 0.89 0.89 0.89 0.88 0.88 0.88 Adj. Flow (vph) 180 843 60 11 868 55 58 12 6 60 22 230
RTO
R Reduction (vph) 0 4 0 0 9 0 0 5 0 0 0 188
Lane Group Flow (vph) 180 899 0 11 914 0 0 71 0 0 82 42 Co
nfl. Peds. (#/hr) 3 2 1 1
Confl. Bikes (#/hr) 5 2 4
Turn Type Prot NA Prot NA Pe
rm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Actuated Green, G (s) 15.3 44.2 1.6 30.5 12.7 12.7 12.7 Effe
ctive Green, g (s) 15.3 44.2 1.6 30.5 12.7 12.7 12.7
Actuated g/C Ratio 0.22 0.63 0.02 0.44 0.18 0.18 0.18
Cl
earance Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
386 2209 40 2192 251 270 282
v/s Ratio Prot c0.10 0.26 0.01 c0.18
v
/s Ratio Perm 0.05 c0.05 0.03
v/c Ratio 0.47 0.41 0.28 0.42 0.28 0.30 0.15
Uni
form Delay, d1 23.8 6.4 33.6 13.6 24.7 24.8 24.1
Progression Factor 1.09 0.96 1.00 1.00 1.00 1.00 1.00
Increm
ental Delay, d2 0.8 0.5 3.7 0.6 0.6 0.6 0.2
Delay (s) 26.7 6.6 37.3 14.2 25.3 25.5 24.3
Level of
Service C A D B C C C
Approach Delay (s) 10.0 14.5 25.3 24.6
Approach LOS A B C C
Int
ersection Summary
HCM
2000 Control Delay 14.1 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.40
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 11.5
Intersection Capacity Utilization 49.8% ICU Level of Service A Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

Fre
mont Avenue Traffic Operations Study
PM Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis PM Peak
Ki
mley Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 875 211 349 698 0 0 0 0 365 0 121
Future Volume (vph) 0 875 211 349 698 0 0 0 0 365 0 121 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 3.7 4.1 4.7 4.7
Lane Ut
il. Factor 0.91 1.00 0.95 1.00 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.97 1.00 1.00 1.00 0.85
Flt P
rotected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 4900 1770 3539 1770 1583
Flt P
ermitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 4900 1770 3539 1770 1583
Peak-hour factor,
PHF 0.96 0.96 0.96 0.92 0.92 0.92 0.92 0.92 0.92 0.87 0.87 0.87 Adj. Flow (vph) 0 911 220 379 759 0 0 0 0 420 0 139
RTO
R Reduction (vph) 0 58 0 0 0 0 0 0 0 0 0 56
Lane Group Flow (vph) 0 1073 0 379 759 0 0 0 0 420 0 83 Co
nfl. Peds. (#/hr) 7 1
Confl. Bikes (#/hr) 2 4
Turn Type NA Prot NA Prot Prot
Protect
ed Phases 2 1 6 4 4
Permi
tted Phases
Actuated Green, G (s) 20.9 18.6 43.2 18.0 18.0
Effe
ctive Green, g (s) 20.9 18.6 43.2 18.0 18.0
Actuated g/C Ratio 0.30 0.27 0.62 0.26 0.26
Cl
earance Time (s) 4.1 3.7 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1463 470
2184 455 407
v/s Ratio Prot c0.22 c0.21 0.21 c0.24 0.05
v
/s Ratio Perm
v/c Ratio 0.73 0.81 0.35 0.92 0.20
Uni
form Delay, d1 22.0 24.0 6.5 25.3 20.4
Progression Factor 0.76 0.79 1.15 1.00 1.00
Increm
ental Delay, d2 1.8 12.6 0.4 24.3 0.3
Delay (s) 18.6 31.5 7.9 49.6 20.6
Level of
Service B C A D C
Approach Delay (s) 18.6 15.7 0.0 42.4
Approach LOS B B A D
Int
ersection Summary
HCM
2000 Control Delay 22.2 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.82
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.5
Intersection Capacity Utilization 72.0% ICU Level of Service C Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis PM Peak
Ki
mley Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 157 1104 0 0 822 304 235 1 551 0 0 0
Future Volume (vph) 157 1104 0 0 822 304 235 1 551 0 0 0 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lane Ut
il. Factor 1.00 0.95 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt P
rotected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 5085 1539 1774 1583
Flt P
ermitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 5085 1539 1774 1583
Peak-hour factor,
PHF 0.95 0.95 0.95 0.88 0.88 0.88 0.94 0.94 0.94 0.92 0.92 0.92 Adj. Flow (vph) 165 1162 0 0 934 345 250 1 586 0 0 0
RTO
R Reduction (vph) 0 0 0 0 0 198 0 0 70 0 0 0
Lane Group Flow (vph) 165 1162 0 0 934 147 0 251 516 0 0 0 Co
nfl. Peds. (#/hr) 2
Confl. Bikes (#/hr) 4
Turn Type Prot NA NA
Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permi
tted Phases 6 8
Actuated Green, G (s) 9.3 43.9 29.9 29.9 17.3 17.3
Effe
ctive Green, g (s) 9.3 43.9 29.9 29.9 17.3 17.3
Actuated g/C Ratio 0.13 0.63 0.43 0.43 0.25 0.25
Cl
earance Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
235 2219 2172 657 438 391
v/s Ratio Prot c0.09 c0.33 0.18 0.14
v
/s Ratio Perm 0.10 c0.33
v/c Ratio 0.70 0.52 0.43 0.22 0.57 1.32
Uni
form Delay, d1 29.0 7.2 14.1 12.7 23.1 26.3
Progression Factor 0.71 0.84 0.57 0.61 1.00 1.00
Increm
ental Delay, d2 9.8 0.5 0.1 0.2 1.8 160.8
Delay (s) 30.4 6.6 8.2 7.9 24.9 187.2
Level of
Service C A A A C F
Approach Delay (s) 9.6 8.1 138.5 0.0
Approach LOS A A F A
Int
ersection Summary
HCM
2000 Control Delay 40.4 HCM 2000 Level of Service D
HCM 2000 Volume to Capacity ratio 0.82
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 13.5
Intersection Capacity Utilization 72.0% ICU Level of Service C Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis PM Peak
Ki
mley Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 3 992 39 89 674 13 13 1 60 52 2 9
Future Volume (vph) 3 992 39 89 674 13 13 1 60 52 2 9
Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2 Lane Ut
il. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 1.00 0.88
Flt P
rotected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 1536 1770 3527 1778 1583 1770 1630 Flt P
ermitted 0.95 1.00 1.00 0.95 1.00 0.77 1.00 0.74 1.00
Satd. Flow (perm) 1770 3539 1536 1770 3527 1437 1583 1500 1630 Peak-hour factor,
PHF 0.97 0.97 0.97 0.96 0.96 0.96 0.69 0.69 0.69 0.88 0.88 0.88 Adj. Flow (vph) 3 1023 40 93 702 14 19 1 87 59 2 10
RTO
R Reduction (vph) 0 0 17 0 1 0 0 0 76 0 9 0
Lane Group Flow (vph) 3 1023 23 93 715 0 0 20 11 59 3 0 Co
nfl. Peds. (#/hr) 1 2
Confl. Bikes (#/hr) 14 3
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Actuated Green, G (s) 1.8 40.6 40.6 8.5 47.3 8.9 8.9 8.9 8.9 Effe
ctive Green, g (s) 1.8 40.6 40.6 8.5 47.3 8.9 8.9 8.9 8.9 Actuated g/C Ratio 0.03 0.58 0.58 0.12 0.68 0.13 0.13 0.13 0.13 Cl
earance Time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 45
2052 890 214 2383 182 201 190 207
v/s Ratio Prot 0.00 c0.29 c0.05 0.20 0.00
v
/s Ratio Perm 0.02 0.01 0.01 c0.04
v/c Ratio 0.07 0.50 0.03 0.43 0.30 0.11 0.06 0.31 0.02
Uni
form Delay, d1 33.3 8.7 6.3 28.5 4.6 27.0 26.9 27.8 26.7 Progression Factor 1.00 1.00 1.00 1.14 0.71 1.00 1.00 1.00 1.00 Increm
ental Delay, d2 0.6 0.9 0.1 1.4 0.3 0.3 0.1 0.9 0.0
Delay (s) 33.9 9.6 6.3 33.9 3.6 27.3 27.0 28.7 26.8
Level of
Service C A A C A C C C C
Approach Delay (s) 9.5 7.1 27.0 28.4
Approach LOS A A C C
Int
ersection Summary
HCM
2000 Control Delay 10.1 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.46
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.0
Intersection Capacity Utilization 56.2% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

857: S B
ernardo Ave & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis PM Peak
Ki
mley Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 267 1360 64 17 718 50 49 46 25 120 93 359 Future Volume (vph) 267 1360 64 17 718 50 49 46 25 120 93 359 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lane Ut
il. Factor 1.00 0.95 1.00 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.99 1.00 0.99 0.97 1.00 0.85
Flt P
rotected 0.95 1.00 0.95 1.00 0.98 0.97 1.00
Satd. Flow (prot) 1770 3515 1770 5027 1769 1811 1583
Flt P
ermitted 0.95 1.00 0.95 1.00 0.74 0.74 1.00
Satd. Flow (perm) 1770 3515 1770 5027 1328 1377 1583
Peak-hour factor,
PHF 0.93 0.93 0.93 0.91 0.91 0.91 0.83 0.83 0.83 0.93 0.93 0.93 Adj. Flow (vph) 287 1462 69 19 789 55 59 55 30 129 100 386 RTO
R Reduction (vph) 0 3 0 0 11 0 0 15 0 0 0 257
Lane Group Flow (vph) 287 1528 0 19 833 0 0 129 0 0 229 129 Co
nfl. Peds. (#/hr) 2 1 1
Confl. Bikes (#/hr) 2 1
Turn Type Prot NA Prot NA Pe
rm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Actuated Green, G (s) 21.3 40.6 1.6 20.9 16.3 16.3 16.3 Effe
ctive Green, g (s) 21.3 40.6 1.6 20.9 16.3 16.3 16.3
Actuated g/C Ratio 0.30 0.58 0.02 0.30 0.23 0.23 0.23
Cl
earance Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
538 2038 40 1500 309 320 368
v/s Ratio Prot 0.16 c0.43 0.01 c0.17
v
/s Ratio Perm 0.10 c0.17 0.08
v/c Ratio 0.53 0.75 0.47 0.56 0.42 0.72 0.35
Uni
form Delay, d1 20.2 10.9 33.8 20.6 22.8 24.7 22.4
Progression Factor 1.20 1.24 1.00 1.00 1.00 1.00 1.00
Increm
ental Delay, d2 0.7 1.7 8.6 1.5 0.9 7.4 0.6
Delay (s) 24.9 15.2 42.4 22.1 23.7 32.1 23.0
Level of
Service C B D C C C C
Approach Delay (s) 16.8 22.6 23.7 26.4
Approach LOS B C C C
Int
ersection Summary
HCM
2000 Control Delay 20.2 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.75
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 11.5
Intersection Capacity Utilization 73.5% ICU Level of Service D Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

Fre
mont Avenue Traffic Operations Study
Wee
kend Off-Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Ki
mley Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 388 211 409 432 0 0 0 0 301 0 184
Future Volume (vph) 0 388 211 409 432 0 0 0 0 301 0 184 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 3.7 4.1 4.7 4.7
Lane Ut
il. Factor 0.91 1.00 0.95 1.00 1.00
Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.95 1.00 1.00 1.00 0.85
Flt P
rotected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 4767 1770 3539 1770 1583
Flt P
ermitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 4767 1770 3539 1770 1583
Peak-hour factor,
PHF 0.92 0.92 0.92 0.89 0.89 0.89 0.92 0.92 0.92 0.95 0.95 0.95 Adj. Flow (vph) 0 422 229 460 485 0 0 0 0 317 0 194
RTO
R Reduction (vph) 0 140 0 0 0 0 0 0 0 0 0 84
Lane Group Flow (vph) 0 511 0 460 485 0 0 0 0 317 0 110 Co
nfl. Peds. (#/hr) 3
Confl. Bikes (#/hr) 2
Turn Type NA Prot NA Prot Prot
Protect
ed Phases 2 1 6 4 4
Permi
tted Phases
Actuated Green, G (s) 19.9 22.3 45.9 15.3 15.3
Effe
ctive Green, g (s) 19.9 22.3 45.9 15.3 15.3
Actuated g/C Ratio 0.28 0.32 0.66 0.22 0.22
Cl
earance Time (s) 4.1 3.7 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1355 563
2320 386 345
v/s Ratio Prot c0.11 c0.26 0.14 c0.18 0.07
v
/s Ratio Perm
v/c Ratio 0.38 0.82 0.21 0.82 0.32
Uni
form Delay, d1 20.1 22.0 4.8 26.0 23.0
Progression Factor 0.79 0.87 0.60 1.00 1.00
Increm
ental Delay, d2 0.2 11.7 0.2 13.1 0.5
Delay (s) 16.1 30.8 3.1 39.2 23.5
Level of
Service B C A D C
Approach Delay (s) 16.1 16.6 0.0 33.2
Approach LOS B B A C
Int
ersection Summary
HCM
2000 Control Delay 20.5 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.66
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.5
Intersection Capacity Utilization 62.4% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Ki
mley Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 143 545 0 0 603 246 221 0 415 0 0 0
Future Volume (vph) 143 545 0 0 603 246 221 0 415 0 0 0 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lane Ut
il. Factor 1.00 0.95 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt P
rotected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 5085 1547 1770 1583
Flt P
ermitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 5085 1547 1770 1583
Peak-hour factor,
PHF 0.93 0.93 0.93 0.90 0.90 0.90 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 154 586 0 0 670 273 240 0 451 0 0 0
RTO
R Reduction (vph) 0 0 0 0 0 172 0 0 266 0 0 0
Lane Group Flow (vph) 154 586 0 0 670 101 0 240 185 0 0 0 Co
nfl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 1
Turn Type Prot NA NA
Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permi
tted Phases 6 8
Actuated Green, G (s) 16.3 46.9 25.9 25.9 14.3 14.3
Effe
ctive Green, g (s) 16.3 46.9 25.9 25.9 14.3 14.3
Actuated g/C Ratio 0.23 0.67 0.37 0.37 0.20 0.20
Cl
earance Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
412 2371 1881 572 361 323
v/s Ratio Prot c0.09 0.17 c0.13 c0.14
v
/s Ratio Perm 0.07 0.12
v/c Ratio 0.37 0.25 0.36 0.18 0.66 0.57
Uni
form Delay, d1 22.6 4.6 16.0 14.9 25.6 25.1
Progression Factor 1.07 0.50 0.73 1.65 1.00 1.00
Increm
ental Delay, d2 2.1 0.2 0.1 0.1 4.6 2.5
Delay (s) 26.4 2.5 11.8 24.7 30.2 27.6
Level of
Service C A B C C C
Approach Delay (s) 7.5 15.5 28.5 0.0
Approach LOS A B C A
Int
ersection Summary
HCM
2000 Control Delay 16.8 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.44
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 13.5
Intersection Capacity Utilization 62.4% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Ki
mley Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 524 12 69 545 4 8 0 59 6 1 0
Future Volume (vph) 0 524 12 69 545 4 8 0 59 6 1 0
Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lane Ut
il. Factor 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 1.00
Flt P
rotected 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3539 1545 1770 3534 1770 1583 1770 1863 Flt P
ermitted 1.00 1.00 0.95 1.00 0.76 1.00 0.75 1.00
Satd. Flow (perm) 3539 1545 1770 3534 1409 1583 1500 1863 Peak-hour factor,
PHF 0.94 0.94 0.94 0.88 0.88 0.88 0.84 0.84 0.84 0.58 0.58 0.58 Adj. Flow (vph) 0 557 13 78 619 5 10 0 70 10 2 0
RTO
R Reduction (vph) 0 0 5 0 0 0 0 0 63 0 0 0
Lane Group Flow (vph) 0 557 8 78 624 0 0 10 7 10 2 0
Co
nfl. Peds. (#/hr) 2 2
Confl. Bikes (#/hr) 3 1
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Actuated Green, G (s) 43.1 43.1 8.3 55.1 6.6 6.6 6.6 6.6 Effe
ctive Green, g (s) 43.1 43.1 8.3 55.1 6.6 6.6 6.6 6.6
Actuated g/C Ratio 0.62 0.62 0.12 0.79 0.09 0.09 0.09 0.09 Cl
earance Time (s) 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 2179
951 209 2781 132 149 141 175
v/s Ratio Prot c0.16 c0.04 0.18 0.00
v
/s Ratio Perm 0.01 c0.01 0.00 0.01
v/c Ratio 0.26 0.01 0.37 0.22 0.08 0.04 0.07 0.01
Uni
form Delay, d1 6.1 5.2 28.5 1.9 28.9 28.8 28.9 28.7
Progression Factor 1.00 1.00 1.11 0.82 1.00 1.00 1.00 1.00 Increm
ental Delay, d2 0.3 0.0 1.1 0.2 0.2 0.1 0.2 0.0
Delay (s) 6.4 5.2 32.6 1.8 29.2 29.0 29.1 28.8
Level of
Service A A C A C C C C
Approach Delay (s) 6.4 5.2 29.0 29.1
Approach LOS A A C C
Int
ersection Summary
HCM
2000 Control Delay 7.3 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.25
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.0
Intersection Capacity Utilization 55.4% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

857: S B
ernardo Ave & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Ki
mley Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 222 677 52 5 614 37 51 13 4 24 12 203
Future Volume (vph) 222 677 52 5 614 37 51 13 4 24 12 203 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lane Ut
il. Factor 1.00 0.95 1.00 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.99 1.00 0.99 0.99 1.00 0.85
Flt P
rotected 0.95 1.00 0.95 1.00 0.96 0.97 1.00
Satd. Flow (prot) 1770 3495 1770 5042 1781 1800 1583
Flt P
ermitted 0.95 1.00 0.95 1.00 0.77 0.81 1.00
Satd. Flow (perm) 1770 3495 1770 5042 1419 1504 1583
Peak-hour factor,
PHF 0.96 0.96 0.96 0.90 0.90 0.90 0.74 0.74 0.74 0.83 0.83 0.83 Adj. Flow (vph) 231 705 54 6 682 41 69 18 5 29 14 245
RTO
R Reduction (vph) 0 5 0 0 8 0 0 3 0 0 0 201
Lane Group Flow (vph) 231 754 0 6 715 0 0 89 0 0 43 44
Co
nfl. Peds. (#/hr) 3 2 2
Confl. Bikes (#/hr) 1
Turn Type Prot NA Prot NA Pe
rm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Actuated Green, G (s) 15.3 44.2 1.6 30.5 12.7 12.7 12.7 Effe
ctive Green, g (s) 15.3 44.2 1.6 30.5 12.7 12.7 12.7
Actuated g/C Ratio 0.22 0.63 0.02 0.44 0.18 0.18 0.18
Cl
earance Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
386 2206 40 2196 257 272 287
v/s Ratio Prot c0.13 c0.22 0.00 c0.14
v
/s Ratio Perm c0.06 0.03 0.03
v/c Ratio 0.60 0.34 0.15 0.33 0.35 0.16 0.15
Uni
form Delay, d1 24.6 6.1 33.5 13.0 25.0 24.1 24.1
Progression Factor 1.08 0.96 1.00 1.00 1.00 1.00 1.00
Increm
ental Delay, d2 2.3 0.4 1.7 0.4 0.8 0.3 0.3
Delay (s) 28.8 6.2 35.3 13.4 25.8 24.4 24.4
Level of
Service C A D B C C C
Approach Delay (s) 11.5 13.6 25.8 24.4
Approach LOS B B C C
Int
ersection Summary
HCM
2000 Control Delay 14.6 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.40
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 11.5
Intersection Capacity Utilization 48.4% ICU Level of Service A Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

Fre
mont Avenue Traffic Operations Study
Weeken
d Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Peak Ki
mley Horn Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 0 540 237 497 591 0 0 0 0 317 0 199
Future Volume (vph) 0 540 237 497 591 0 0 0 0 317 0 199 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.1 3.7 4.1 4.7 4.7
Lane Ut
il. Factor 0.91 1.00 0.95 1.00 1.00
Frpb, ped/bikes 0.98 1.00 1.00 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 0.95 1.00 1.00 1.00 0.85
Flt P
rotected 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 4748 1770 3539 1770 1583
Flt P
ermitted 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 4748 1770 3539 1770 1583
Peak-hour factor,
PHF 0.93 0.93 0.93 0.96 0.96 0.96 0.92 0.92 0.92 0.87 0.87 0.87 Adj. Flow (vph) 0 581 255 518 616 0 0 0 0 364 0 229
RTO
R Reduction (vph) 0 113 0 0 0 0 0 0 0 0 0 85
Lane Group Flow (vph) 0 723 0 518 616 0 0 0 0 364 0 144 Co
nfl. Peds. (#/hr) 4
Confl. Bikes (#/hr) 32
Turn Type NA Prot NA Prot Prot
Protect
ed Phases 2 1 6 4 4
Permi
tted Phases
Actuated Green, G (s) 19.9 21.6 45.2 16.0 16.0
Effe
ctive Green, g (s) 19.9 21.6 45.2 16.0 16.0
Actuated g/C Ratio 0.28 0.31 0.65 0.23 0.23
Cl
earance Time (s) 4.1 3.7 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1349 546
2285 404 361
v/s Ratio Prot c0.15 c0.29 0.17 c0.21 0.09
v
/s Ratio Perm
v/c Ratio 0.54 0.95 0.27 0.90 0.40
Uni
form Delay, d1 21.2 23.7 5.3 26.2 22.9
Progression Factor 0.60 0.83 0.60 1.00 1.00
Increm
ental Delay, d2 0.4 25.4 0.3 22.6 0.7
Delay (s) 13.2 45.1 3.4 48.8 23.6
Level of
Service B D A D C
Approach Delay (s) 13.2 22.5 0.0 39.1
Approach LOS B C A D
Int
ersection Summary
HCM
2000 Control Delay 23.3 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.79
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.5
Intersection Capacity Utilization 71.6% ICU Level of Service C Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Peak Ki
mley Horn Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 213 655 0 0 799 417 266 5 455 0 0 0
Future Volume (vph) 213 655 0 0 799 417 266 5 455 0 0 0 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lane Ut
il. Factor 1.00 0.95 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt P
rotected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 5085 1536 1775 1583
Flt P
ermitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 3539 5085 1536 1775 1583
Peak-hour factor,
PHF 0.94 0.94 0.94 0.96 0.96 0.96 0.93 0.93 0.93 0.92 0.92 0.92 Adj. Flow (vph) 227 697 0 0 832 434 286 5 489 0 0 0
RTO
R Reduction (vph) 0 0 0 0 0 273 0 0 207 0 0 0
Lane Group Flow (vph) 227 697 0 0 832 161 0 291 282 0 0 0 Co
nfl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 8
Turn Type Prot NA NA
Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permi
tted Phases 6 8
Actuated Green, G (s) 15.4 46.0 25.9 25.9 15.2 15.2
Effe
ctive Green, g (s) 15.4 46.0 25.9 25.9 15.2 15.2
Actuated g/C Ratio 0.22 0.66 0.37 0.37 0.22 0.22
Cl
earance Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
389 2325 1881 568 385 343
v/s Ratio Prot c0.13 0.20 c0.16 0.16
v
/s Ratio Perm 0.10 c0.18
v/c Ratio 0.58 0.30 0.44 0.28 0.76 0.82
Uni
form Delay, d1 24.4 5.1 16.6 15.5 25.7 26.1
Progression Factor 0.94 0.49 0.66 2.07 1.00 1.00
Increm
ental Delay, d2 4.5 0.2 0.2 0.3 8.2 14.5
Delay (s) 27.6 2.8 11.1 32.3 33.9 40.6
Level of
Service C A B C C D
Approach Delay (s) 8.9 18.4 38.1 0.0
Approach LOS A B D A
Int
ersection Summary
HCM
2000 Control Delay 20.6 HCM 2000 Level of Service C
HCM 2000 Volume to Capacity ratio 0.58
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 13.5
Intersection Capacity Utilization 71.6% ICU Level of Service C Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Peak Ki
mley Horn Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 2 712 19 71 702 12 4 0 80 6 1 4
Future Volume (vph) 2 712 19 71 702 12 4 0 80 6 1 4
Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2 Lane Ut
il. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.99 Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 1.00 0.88
Flt P
rotected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3539 1507 1770 3529 1769 1583 1770 1617 Flt P
ermitted 0.95 1.00 1.00 0.95 1.00 0.75 1.00 0.75 1.00
Satd. Flow (perm) 1770 3539 1507 1770 3529 1397 1583 1500 1617 Peak-hour factor,
PHF 0.89 0.89 0.89 0.91 0.91 0.91 0.88 0.88 0.88 0.46 0.46 0.46 Adj. Flow (vph) 2 800 21 78 771 13 5 0 91 13 2 9
RTO
R Reduction (vph) 0 0 9 0 1 0 0 0 77 0 8 0
Lane Group Flow (vph) 2 800 12 78 783 0 0 5 14 13 3 0
Co
nfl. Peds. (#/hr) 3 5 1 1
Confl. Bikes (#/hr) 38 11
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Actuated Green, G (s) 1.8 39.1 39.1 8.3 45.6 10.6 10.6 10.6 10.6 Effe
ctive Green, g (s) 1.8 39.1 39.1 8.3 45.6 10.6 10.6 10.6 10.6 Actuated g/C Ratio 0.03 0.56 0.56 0.12 0.65 0.15 0.15 0.15 0.15 Cl
earance Time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 45
1976 841 209 2298 211 239 227 244
v/s Ratio Prot 0.00 c0.23 c0.04 0.22 0.00
v
/s Ratio Perm 0.01 0.00 c0.01 0.01
v/c Ratio 0.04 0.40 0.01 0.37 0.34 0.02 0.06 0.06 0.01
Uni
form Delay, d1 33.3 8.8 6.9 28.5 5.5 25.3 25.4 25.4 25.3 Progression Factor 1.00 1.00 1.00 1.20 0.78 1.00 1.00 1.00 1.00 Increm
ental Delay, d2 0.4 0.6 0.0 1.1 0.4 0.0 0.1 0.1 0.0
Delay (s) 33.7 9.4 6.9 35.3 4.7 25.3 25.5 25.5 25.3
Level of
Service C A A D A C C C C
Approach Delay (s) 9.4 7.4 25.5 25.4
Approach LOS A A C C
Int
ersection Summary
HCM
2000 Control Delay 9.5 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.34
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 12.0
Intersection Capacity Utilization 56.1% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

857: S B
ernardo Ave & Fremont Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Peak Ki
mley Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Conf
igurations
Traff
ic Volume (vph) 210 836 50 10 914 66 51 17 12 58 23 270 Future Volume (vph) 210 836 50 10 914 66 51 17 12 58 23 270 Ideal
Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lane Ut
il. Factor 1.00 0.95 1.00 0.91 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99
Flpb,
ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.99 1.00 0.99 0.98 1.00 0.85
Flt P
rotected 0.95 1.00 0.95 1.00 0.97 0.97 1.00
Satd. Flow (prot) 1770 3500 1770 5026 1764 1797 1562
Flt P
ermitted 0.95 1.00 0.95 1.00 0.77 0.78 1.00
Satd. Flow (perm) 1770 3500 1770 5026 1396 1449 1562
Peak-hour factor,
PHF 0.90 0.90 0.90 0.94 0.94 0.94 0.74 0.74 0.74 0.84 0.84 0.84 Adj. Flow (vph) 233 929 56 11 972 70 69 23 16 69 27 321 RTO
R Reduction (vph) 0 4 0 0 11 0 0 10 0 0 0 261
Lane Group Flow (vph) 233 981 0 11 1031 0 0 98 0 0 96 60 Co
nfl. Peds. (#/hr) 5 1 2 2 1
Confl. Bikes (#/hr) 31 5 2
Turn Type Prot NA Prot NA Pe
rm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Actuated Green, G (s) 15.3 43.9 1.6 30.2 13.0 13.0 13.0 Effe
ctive Green, g (s) 15.3 43.9 1.6 30.2 13.0 13.0 13.0
Actuated g/C Ratio 0.22 0.63 0.02 0.43 0.19 0.19 0.19
Cl
earance Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph)
386 2195 40 2168 259 269 290
v/s Ratio Prot c0.13 0.28 0.01 c0.21
v
/s Ratio Perm c0.07 0.07 0.04
v/c Ratio 0.60 0.45 0.28 0.48 0.38 0.36 0.21
Uni
form Delay, d1 24.6 6.8 33.6 14.2 25.0 24.9 24.1
Progression Factor 1.13 1.06 1.00 1.00 1.00 1.00 1.00
Increm
ental Delay, d2 2.3 0.6 3.7 0.8 0.9 0.8 0.4
Delay (s) 30.1 7.8 37.3 15.0 25.9 25.7 24.5
Level of
Service C A D B C C C
Approach Delay (s) 12.0 15.2 25.9 24.8
Approach LOS B B C C
Int
ersection Summary
HCM
2000 Control Delay 15.7 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio 0.49
Act
uated Cycle Length (s) 70.0 Sum of lost time (s) 11.5
Intersection Capacity Utilization 56.1% ICU Level of Service B Anal
ysis Period (min) 15
c Critical Lane Group
Attachment 3

Fre
mont Avenue Traffic Operations Study
Proposed
Timing Summaries
Attachment 3

Fre
mont Avenue Traffic Operations Study
AM Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Proposed Timing
Timings AM Peak
Ki
mley Horn Page 1
Lane Group EBT WBL WBT SBL SBR
Lane Conf
igurations
Traff
ic Volume (vph) 791 576 968 260 411
Future Volume (vph) 791 576 968 260 411
Turn Type NA Prot NA Prot
Prot
Protected Phases 2 1 6 4 4
Permi
tted Phases
Detector Phase 2 1 6 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 4.0 15.0 4.0 4.0
Min
imum Split (s) 20.0 8.0 20.0 9.0 9.0
Total Split (s) 25.0 30.0 55.0 25.0 25.0
To
tal Split (%) 31.3% 37.5% 68.8% 31.3% 31.3%
Yellow Time (s) 4.1 3.7 4.1 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 3.7 4.1 4.7 4.7
Lead/Lag Lag Lead
Lead-Lag Opti
mize? Yes Yes
Recall Mode None C-Max C-Max None None
Ac
t Effct Green (s) 20.9 26.3 50.9 20.3 20.3
Actuated g/C Ratio 0.26 0.33 0.64 0.25 0.25
v
/c Ratio 0.93 1.02 0.44 0.70 0.98
Control Delay 29.5 52.1 4.1 36.7 59.9
Queue D
elay 14.4 30.3 13.0 0.0 5.1
Total Delay 43.9 82.4 17.1 36.7 64.9
LOS D

F B D E
Approach Delay 43.9 41.5
Approach LOS D D
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 0 (0%), Referenced to phase 1:WBL and 6:WBT, Start of Yellow Natural Cycle: 65
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 1.02
Int
ersection Signal Delay: 45.1 Intersection LOS: D
Intersection Capacity Utilization 114.6% ICU Level of Service H Anal
ysis Period (min) 15
Splits and Phases: 1: SR 85 SB Ramps & Fremont Ave
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Proposed Timing
Timings AM Peak
Ki
mley Horn Page 2
Lane Group EBL EBT WBT WBR NBT NBR
Lane Conf
igurations
Traff
ic Volume (vph) 346 699 1291 681 0 256
Future Volume (vph) 346 699 1291 681 0 256
Turn Type Prot NA NA
Perm NA Perm
Protected Phases 5 2 6 8
Permi
tted Phases 6 8
Detector Phase 5 2 6 6 8 8
Swi
tch Phase
Minimum Initial (s) 4.0 15.0 10.0 10.0 4.0 4.0
Min
imum Split (s) 9.0 20.0 21.0 21.0 9.0 9.0
Total Split (s) 24.0 52.0 28.0 28.0 28.0 28.0
To
tal Split (%) 30.0% 65.0% 35.0% 35.0% 35.0% 35.0%
Yellow Time (s) 3.7 4.1 4.1 4.1 3.7 3.7
Al
l-Red Time (s) 1.0 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lead/Lag Lead Lag Lag
Lead-Lag Opti
mize? Yes Yes Yes
Recall Mode C-Max C-Max None None None None
Ac
t Effct Green (s) 19.3 47.9 23.9 23.9 23.3 23.3
Actuated g/C Ratio 0.24 0.60 0.30 0.30 0.29 0.29
v
/c Ratio 0.91 0.37 0.86 0.74 0.97 0.55
Control Delay 38.7 2.6 21.8 6.2 63.5 13.7
Queue D
elay 38.2 1.6 30.3 7.5 0.0 0.5
Total Delay 76.8 4.2 52.1 13.7 63.5 14.2
LOS E

A D B E B
Approach Delay 28.2 38.8 43.9
Approach LOS C
D D
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 35 (44%), Referenced to phase 2:EBT and 5:EBL, Start of Yellow Natural Cycle: 70
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.97
Int
ersection Signal Delay: 36.8 Intersection LOS: D
Intersection Capacity Utilization 114.6% ICU Level of Service H Anal
ysis Period (min) 15
Splits and Phases: 4: SR 85 NB Ramps & Fremont Ave
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Proposed Timing
Timings AM Peak
Ki
mley Horn Page 3
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Conf
igurations
Traff
ic Volume (vph) 14 865 8 140 1285 43 3 11 277 0
Future Volume (vph) 14 865 8 140 1285 43 3 11 277 0
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Detector Phase 5 2 2 1 6 4 4 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 37.0 37.0 14.0 36.0 41.0 41.0 41.0 41.0 41.0 Total Split (s) 15.0 37.0 37.0 14.0 36.0 29.0 29.0 29.0 29.0 29.0 To
tal Split (%) 18.8% 46.3% 46.3% 17.5% 45.0% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s) 3.7 4.1 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7 Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 To
tal Lost Time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max C-Max None C-Max None None None None None Ac
t Effct Green (s) 9.0 33.0 33.0 10.2 44.4 24.8 24.8 24.8 24.8 Actuated g/C Ratio 0.11 0.41 0.41 0.13 0.56 0.31 0.31 0.31 0.31 v
/c Ratio 0.08 0.69 0.01 0.81 0.92 0.11 0.02 0.96 0.01
Control Delay 32.9 22.4 0.0 67.3 22.5 20.6 0.1 62.9 0.0 Queue D
elay 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0
Total Delay 32.9 22.4 0.0 67.3 23.0 20.6 0.1 62.9 0.0
LOS C

C A E C C A E A
Approach Delay 22.4 27.1 16.7 62.1
Approach LOS C C B E
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 17 (21%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.96
Int
ersection Signal Delay: 30.0 Intersection LOS: C
Intersection Capacity Utilization 77.9% ICU Level of Service D Anal
ysis Period (min) 15
Splits and Phases: 855: Belleville Way/Driveway & Fremont Ave Attachment 3

857: S B
ernardo Ave & Fremont Ave Proposed Timing
Timings AM Peak
Ki
mley Horn Page 4
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Conf
igurations
Traff
ic Volume (vph) 248 606 20 1302 223 61 22 25 526
Future Volume (vph) 248 606 20 1302 223 61 22 25 526
Turn Type Prot NA Prot NA
Perm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Detector Phase 5 2 1 6 8 8 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 8.0 8.0 8.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 23.0 12.0 23.0 31.0 31.0 15.0 15.0 15.0 Total Split (s) 24.0 39.0 16.0 31.0 25.0 25.0 25.0 25.0 25.0 To
tal Split (%) 30.0% 48.8% 20.0% 38.8% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max None C-Max None None None None None Ac
t Effct Green (s) 17.6 46.6 8.0 29.9 20.9 20.9 20.9
Actuated g/C Ratio 0.22 0.58 0.10 0.37 0.26 0.26 0.26
v
/c Ratio 0.78 0.44 0.12 0.78 0.94 0.13 0.84
Control Delay 46.7 5.9 34.6 26.5 65.0 23.4 21.5
Queue D
elay 5.1 0.4 0.0 10.2 0.0 0.0 1.5
Total Delay 51.8 6.3 34.6 36.7 65.0 23.4 23.0
LOS D

A C D E C C
Approach Delay 17.8 36.7 65.0 23.1
Approach LOS B D E C
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 60 (75%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 75
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Int
ersection Signal Delay: 30.7 Intersection LOS: C
Intersection Capacity Utilization 86.0% ICU Level of Service E Anal
ysis Period (min) 15
Splits and Phases: 857: S Bernardo Ave & Fremont Ave Attachment 3

Fre
mont Avenue Traffic Operations Study
Midda
y Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Proposed Timing
Timings Midday Peak
Ki
mley Horn Page 1
Lane Group EBT WBL WBT SBL SBR
Lane Conf
igurations
Traff
ic Volume (vph) 488 367 572 270 223
Future Volume (vph) 488 367 572 270 223
Turn Type NA Prot NA Prot
Prot
Protected Phases 2 1 6 4 4
Permi
tted Phases
Detector Phase 2 1 6 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 4.0 15.0 4.0 4.0
Min
imum Split (s) 20.0 8.0 20.0 9.0 9.0
Total Split (s) 24.0 25.0 49.0 21.0 21.0
To
tal Split (%) 34.3% 35.7% 70.0% 30.0% 30.0%
Yellow Time (s) 4.1 3.7 4.1 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 3.7 4.1 4.7 4.7
Lead/Lag Lag Lead
Lead-Lag Opti
mize? Yes Yes
Recall Mode None C-Max C-Max None None
Ac
t Effct Green (s) 19.9 22.2 45.8 15.4 15.4
Actuated g/C Ratio 0.28 0.32 0.65 0.22 0.22
v
/c Ratio 0.59 0.75 0.28 0.83 0.58
Control Delay 13.0 29.0 3.0 46.0 17.0
Queue D
elay 0.0 2.1 0.4 0.0 0.0
Total Delay 13.0 31.2 3.4 46.0 17.0
LOS B

C A D B
Approach Delay 13.0 14.3
Approach LOS B B
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 0 (0%), Referenced to phase 1:WBL and 6:WBT, Start of Yellow Natural Cycle: 60
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.83
Int
ersection Signal Delay: 18.1 Intersection LOS: B
Intersection Capacity Utilization 61.5% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 1: SR 85 SB Ramps & Fremont Ave
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Proposed Timing
Timings Midday Peak
Ki
mley Horn Page 2
Lane Group EBL EBT WBT WBR NBT NBR
Lane Conf
igurations
Traff
ic Volume (vph) 194 577 665 299 3 352
Future Volume (vph) 194 577 665 299 3 352
Turn Type Prot NA NA
Perm NA Perm
Protected Phases 5 2 6 8
Permi
tted Phases 6 8
Detector Phase 5 2 6 6 8 8
Swi
tch Phase
Minimum Initial (s) 4.0 15.0 10.0 10.0 4.0 4.0
Min
imum Split (s) 9.0 20.0 21.0 21.0 9.0 9.0
Total Split (s) 19.0 49.0 30.0 30.0 21.0 21.0
To
tal Split (%) 27.1% 70.0% 42.9% 42.9% 30.0% 30.0%
Yellow Time (s) 3.7 4.1 4.1 4.1 3.7 3.7
Al
l-Red Time (s) 1.0 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lead/Lag Lead Lag Lag
Lead-Lag Opti
mize? Yes Yes Yes
Recall Mode C-Max C-Max None None None None
Ac
t Effct Green (s) 15.4 46.0 25.9 25.9 15.2 15.2
Actuated g/C Ratio 0.22 0.66 0.37 0.37 0.22 0.22
v
/c Ratio 0.56 0.28 0.36 0.40 0.79 0.71
Control Delay 28.4 2.8 10.6 2.3 42.0 15.3
Queue D
elay 0.0 0.4 0.2 0.3 0.0 0.5
Total Delay 28.4 3.3 10.8 2.7 42.0 15.8
LOS C

A B A D B
Approach Delay 9.6 8.3 27.0
Approach LOS A
A C
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 31 (44%), Referenced to phase 2:EBT and 5:EBL, Start of Yellow Natural Cycle: 55
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Int
ersection Signal Delay: 13.9 Intersection LOS: B
Intersection Capacity Utilization 61.5% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 4: SR 85 NB Ramps & Fremont Ave
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Proposed Timing
Timings Midday Peak
Ki
mley Horn Page 3
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT Ø5
Lane Conf
igurations
Traff
ic Volume (vph) 672 12 117 692 10 2 31 133 1
Future Volume (vph) 672 12 117 692 10 2 31 133 1
Turn Type NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 2 1 6 4 4 5
Permi
tted Phases 2 4 4 4
Detector Phase 2 2 1 6 4 4 4 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 11.0 9.0 Min
imum Split (s) 37.0 37.0 14.0 36.0 41.0 41.0 41.0 41.0 41.0 13.0 Total Split (s) 32.0 32.0 15.0 32.0 23.0 23.0 23.0 23.0 23.0 15.0 To
tal Split (%) 45.7% 45.7% 21.4% 45.7% 32.9% 32.9% 32.9% 32.9% 32.9% 21% Yellow Time (s) 4.1 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7 3.7 Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lead/Lag Lag Lag Lead Lag Lead
Lead-Lag Opti
mize?
Recall Mode C-Max C-Max None C-Max None None None None None None Ac
t Effct Green (s) 34.5 34.5 10.6 46.0 15.7 15.7 15.7 15.7 Actuated g/C Ratio 0.49 0.49 0.15 0.66 0.22 0.22 0.22 0.22 v
/c Ratio 0.44 0.02 0.49 0.36 0.04 0.08 0.71 0.02
Control Delay 14.4 0.0 43.1 4.1 19.7 1.7 36.8 14.0
Queue D
elay 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Total Delay 14.4 0.0 43.1 4.2 19.7 1.7 36.8 14.0
LOS B

A D A B A D B
Approach Delay 14.1 9.5 6.7 36.2
Approach LOS B A A D
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 18 (26%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 95
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.71
Int
ersection Signal Delay: 14.5 Intersection LOS: B
Intersection Capacity Utilization 59.3% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 855: Belleville Way/Driveway & Fremont Ave Attachment 3

857: S B
ernardo Ave & Fremont Ave Proposed Timing
Timings Midday Peak
Ki
mley Horn Page 4
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Conf
igurations
Traff
ic Volume (vph) 158 742 10 790 52 11 53 19 202
Future Volume (vph) 158 742 10 790 52 11 53 19 202
Turn Type Prot NA Prot NA
Perm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Detector Phase 5 2 1 6 8 8 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 8.0 8.0 8.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 23.0 12.0 23.0 31.0 31.0 15.0 15.0 15.0 Total Split (s) 18.0 31.0 14.0 27.0 25.0 25.0 25.0 25.0 25.0 To
tal Split (%) 25.7% 44.3% 20.0% 38.6% 35.7% 35.7% 35.7% 35.7% 35.7% Yellow Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max None C-Max None None None None None Ac
t Effct Green (s) 12.0 46.8 8.0 33.4 13.1 13.1 13.1
Actuated g/C Ratio 0.17 0.67 0.11 0.48 0.19 0.19 0.19
v
/c Ratio 0.59 0.39 0.05 0.38 0.29 0.30 0.48
Control Delay 32.1 6.7 28.4 13.2 24.6 26.2 7.0
Queue D
elay 0.2 0.3 0.0 0.0 0.0 0.0 0.0
Total Delay 32.2 7.0 28.4 13.2 24.6 26.2 7.0
LOS C

A C B C C A
Approach Delay 11.2 13.4 24.6 12.1
Approach LOS B B C B
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 66 (94%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 70
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.59
Int
ersection Signal Delay: 12.6 Intersection LOS: B
Intersection Capacity Utilization 49.8% ICU Level of Service A Anal
ysis Period (min) 15
Splits and Phases: 857: S Bernardo Ave & Fremont Ave Attachment 3

Fre
mont Avenue Traffic Operations Study
PM Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Proposed Timing
Timings PM Peak
Ki
mley Horn Page 1
Lane Group EBT WBL WBT SBL SBR
Lane Conf
igurations
Traff
ic Volume (vph) 875 349 698 365 121
Future Volume (vph) 875 349 698 365 121
Turn Type NA Prot NA Prot
Prot
Protected Phases 2 1 6 4 4
Permi
tted Phases
Detector Phase 2 1 6 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 4.0 15.0 4.0 4.0
Min
imum Split (s) 20.0 8.0 20.0 9.0 9.0
Total Split (s) 28.0 27.0 55.0 25.0 25.0
To
tal Split (%) 35.0% 33.8% 68.8% 31.3% 31.3%
Yellow Time (s) 4.1 3.7 4.1 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 3.7 4.1 4.7 4.7
Lead/Lag Lag Lead
Lead-Lag Opti
mize? Yes Yes
Recall Mode None C-Max C-Max None None
Ac
t Effct Green (s) 23.9 23.4 51.0 20.2 20.2
Actuated g/C Ratio 0.30 0.29 0.64 0.25 0.25
v
/c Ratio 0.75 0.73 0.34 0.94 0.31
Control Delay 20.2 23.5 11.6 61.9 15.7
Queue D
elay 2.7 12.2 1.6 0.0 0.0
Total Delay 22.9 35.7 13.2 61.9 15.7
LOS C

D B E B
Approach Delay 22.9 20.7
Approach LOS C C
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 0 (0%), Referenced to phase 1:WBL and 6:WBT, Start of Yellow Natural Cycle: 60
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Int
ersection Signal Delay: 27.5 Intersection LOS: C
Intersection Capacity Utilization 72.0% ICU Level of Service C Anal
ysis Period (min) 15
Splits and Phases: 1: SR 85 SB Ramps & Fremont Ave
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Proposed Timing
Timings PM Peak
Ki
mley Horn Page 2
Lane Group EBL EBT WBT WBR NBT NBR
Lane Conf
igurations
Traff
ic Volume (vph) 157 1104 822 304 1 551
Future Volume (vph) 157 1104 822 304 1 551
Turn Type Prot NA NA
Perm NA Perm
Protected Phases 5 2 6 8
Permi
tted Phases 6 8
Detector Phase 5 2 6 6 8 8
Swi
tch Phase
Minimum Initial (s) 4.0 15.0 10.0 10.0 4.0 4.0
Min
imum Split (s) 9.0 20.0 21.0 21.0 9.0 9.0
Total Split (s) 16.0 45.0 29.0 29.0 35.0 35.0
To
tal Split (%) 20.0% 56.3% 36.3% 36.3% 43.8% 43.8%
Yellow Time (s) 3.7 4.1 4.1 4.1 3.7 3.7
Al
l-Red Time (s) 1.0 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lead/Lag Lead Lag Lag
Lead-Lag Opti
mize? Yes Yes Yes
Recall Mode C-Max C-Max None None None None
Ac
t Effct Green (s) 12.4 42.0 24.9 24.9 29.2 29.2
Actuated g/C Ratio 0.16 0.52 0.31 0.31 0.36 0.36
v
/c Ratio 0.60 0.63 0.59 0.48 0.39 0.93
Control Delay 31.0 5.6 17.4 3.6 20.5 45.4
Queue D
elay 0.0 12.1 0.5 0.5 0.0 7.4
Total Delay 31.0 17.6 17.9 4.1 20.6 52.8
LOS C

B B A C D
Approach Delay 19.3 14.2 43.1
Approach LOS B
B D
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 29 (36%), Referenced to phase 2:EBT and 5:EBL, Start of Yellow Natural Cycle: 60
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Int
ersection Signal Delay: 23.2 Intersection LOS: C
Intersection Capacity Utilization 72.0% ICU Level of Service C Anal
ysis Period (min) 15
Splits and Phases: 4: SR 85 NB Ramps & Fremont Ave
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Proposed Timing
Timings PM Peak
Ki
mley Horn Page 3
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Conf
igurations
Traff
ic Volume (vph) 3 992 39 89 674 13 1 60 52 2
Future Volume (vph) 3 992 39 89 674 13 1 60 52 2
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Detector Phase 5 2 2 1 6 4 4 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 37.0 37.0 14.0 36.0 41.0 41.0 41.0 41.0 41.0 Total Split (s) 16.0 37.0 37.0 16.0 37.0 27.0 27.0 27.0 27.0 27.0 To
tal Split (%) 20.0% 46.3% 46.3% 20.0% 46.3% 33.8% 33.8% 33.8% 33.8% 33.8% Yellow Time (s) 3.7 4.1 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7 Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 To
tal Lost Time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max C-Max None C-Max None None None None None Ac
t Effct Green (s) 9.0 52.6 52.6 10.8 61.8 11.2 11.2 11.2 11.2 Actuated g/C Ratio 0.11 0.66 0.66 0.14 0.77 0.14 0.14 0.14 0.14 v
/c Ratio 0.02 0.44 0.04 0.39 0.26 0.10 0.29 0.28 0.05
Control Delay 32.0 10.0 1.2 54.3 1.2 31.2 10.4 34.6 18.6 Queue D
elay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Total Delay 32.0 10.0 1.2 54.3 1.3 31.2 10.4 34.6 18.6
LOS C

A A D A C B C B
Approach Delay 9.7 7.4 14.3 31.9
Approach LOS A A B C
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 29 (36%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 95
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.44
Int
ersection Signal Delay: 9.8 Intersection LOS: A
Intersection Capacity Utilization 56.2% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 855: Belleville Way/Driveway & Fremont Ave Attachment 3

857: S B
ernardo Ave & Fremont Ave Proposed Timing
Timings PM Peak
Ki
mley Horn Page 4
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Conf
igurations
Traff
ic Volume (vph) 267 1360 17 718 49 46 120 93 359
Future Volume (vph) 267 1360 17 718 49 46 120 93 359
Turn Type Prot NA Prot NA
Perm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Detector Phase 5 2 1 6 8 8 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 8.0 8.0 8.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 23.0 12.0 23.0 31.0 31.0 15.0 15.0 15.0 Total Split (s) 24.0 34.0 16.0 26.0 30.0 30.0 25.0 25.0 25.0 To
tal Split (%) 30.0% 42.5% 20.0% 32.5% 37.5% 37.5% 31.3% 31.3% 31.3% Yellow Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max None C-Max None None None None None Ac
t Effct Green (s) 17.2 51.1 8.0 32.5 18.8 18.8 18.8
Actuated g/C Ratio 0.22 0.64 0.10 0.41 0.24 0.24 0.24
v
/c Ratio 0.76 0.68 0.11 0.41 0.45 0.72 0.63
Control Delay 43.2 10.7 34.4 19.3 26.0 40.3 10.2
Queue D
elay 5.4 0.4 0.0 0.0 0.0 0.0 0.0
Total Delay 48.5 11.1 34.4 19.3 26.0 40.3 10.2
LOS D

B C B C D B
Approach Delay 17.0 19.7 26.0 21.4
Approach LOS B B C C
Int
ersection Summary
Cycl
e Length: 80
Actuated Cycle Length: 80
Of
fset: 61 (76%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 80
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Int
ersection Signal Delay: 18.8 Intersection LOS: B
Intersection Capacity Utilization 73.5% ICU Level of Service D Anal
ysis Period (min) 15
Splits and Phases: 857: S Bernardo Ave & Fremont Ave Attachment 3

Fre
mont Avenue Traffic Operations Study
Wee
kend Off-Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Proposed Timing
Timings Weekend Off-Peak
Ki
mley Horn Page 1
Lane Group EBT WBL WBT SBL SBR
Lane Conf
igurations
Traff
ic Volume (vph) 388 409 432 301 184
Future Volume (vph) 388 409 432 301 184
Turn Type NA Prot NA Prot
Prot
Protected Phases 2 1 6 4 4
Permi
tted Phases
Detector Phase 2 1 6 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 4.0 15.0 4.0 4.0
Min
imum Split (s) 20.0 8.0 20.0 9.0 9.0
Total Split (s) 24.0 25.0 49.0 21.0 21.0
To
tal Split (%) 34.3% 35.7% 70.0% 30.0% 30.0%
Yellow Time (s) 4.1 3.7 4.1 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 3.7 4.1 4.7 4.7
Lead/Lag Lag Lead
Lead-Lag Opti
mize? Yes Yes
Recall Mode None C-Max C-Max None None
Ac
t Effct Green (s) 19.9 22.3 45.9 15.3 15.3
Actuated g/C Ratio 0.28 0.32 0.66 0.22 0.22
v
/c Ratio 0.44 0.82 0.21 0.82 0.45
Control Delay 9.9 32.0 2.5 44.8 14.8
Queue D
elay 0.0 2.8 0.0 0.0 0.0
Total Delay 9.9 34.8 2.5 44.8 14.8
LOS A

C A D B
Approach Delay 9.9 18.2
Approach LOS A B
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 0 (0%), Referenced to phase 1:WBL and 6:WBT, Start of Yellow Natural Cycle: 60
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Int
ersection Signal Delay: 19.3 Intersection LOS: B
Intersection Capacity Utilization 62.4% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 1: SR 85 SB Ramps & Fremont Ave
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Proposed Timing
Timings Weekend Off-Peak
Ki
mley Horn Page 2
Lane Group EBL EBT WBT WBR NBT NBR
Lane Conf
igurations
Traff
ic Volume (vph) 143 545 603 246 0 415
Future Volume (vph) 143 545 603 246 0 415
Turn Type Prot NA NA
Perm NA Perm
Protected Phases 5 2 6 8
Permi
tted Phases 6 8
Detector Phase 5 2 6 6 8 8
Swi
tch Phase
Minimum Initial (s) 4.0 15.0 10.0 10.0 4.0 4.0
Min
imum Split (s) 9.0 20.0 21.0 21.0 9.0 9.0
Total Split (s) 19.0 49.0 30.0 30.0 21.0 21.0
To
tal Split (%) 27.1% 70.0% 42.9% 42.9% 30.0% 30.0%
Yellow Time (s) 3.7 4.1 4.1 4.1 3.7 3.7
Al
l-Red Time (s) 1.0 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lead/Lag Lead Lag Lag
Lead-Lag Opti
mize? Yes Yes Yes
Recall Mode C-Max C-Max None None None None
Ac
t Effct Green (s) 16.3 46.9 25.9 25.9 14.3 14.3
Actuated g/C Ratio 0.23 0.67 0.37 0.37 0.20 0.20
v
/c Ratio 0.37 0.25 0.36 0.37 0.66 0.77
Control Delay 28.5 2.5 10.8 1.9 34.8 17.0
Queue D
elay 0.0 0.3 0.2 0.3 0.0 0.4
Total Delay 28.5 2.8 11.0 2.3 34.8 17.4
LOS C

A B A C B
Approach Delay 8.2 8.5 23.4
Approach LOS A
A C
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 31 (44%), Referenced to phase 2:EBT and 5:EBL, Start of Yellow Natural Cycle: 50
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Int
ersection Signal Delay: 12.7 Intersection LOS: B
Intersection Capacity Utilization 62.4% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 4: SR 85 NB Ramps & Fremont Ave
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Proposed Timing
Timings Weekend Off-Peak
Ki
mley Horn Page 3
Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT Ø5
Lane Conf
igurations
Traff
ic Volume (vph) 524 12 69 545 8 0 59 6 1
Future Volume (vph) 524 12 69 545 8 0 59 6 1
Turn Type NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 2 1 6 4 4 5
Permi
tted Phases 2 4 4 4
Detector Phase 2 2 1 6 4 4 4 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 11.0 9.0 Min
imum Split (s) 37.0 37.0 14.0 36.0 41.0 41.0 41.0 41.0 41.0 13.0 Total Split (s) 32.0 32.0 15.0 32.0 23.0 23.0 23.0 23.0 23.0 15.0 To
tal Split (%) 45.7% 45.7% 21.4% 45.7% 32.9% 32.9% 32.9% 32.9% 32.9% 21% Yellow Time (s) 4.1 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7 3.7 Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lead/Lag Lag Lag Lead Lag Lead
Lead-Lag Opti
mize?
Recall Mode C-Max C-Max None C-Max None None None None None None Ac
t Effct Green (s) 46.3 46.3 10.3 58.4 11.0 11.0 11.0 11.0 Actuated g/C Ratio 0.66 0.66 0.15 0.83 0.16 0.16 0.16 0.16 v
/c Ratio 0.24 0.01 0.30 0.21 0.05 0.23 0.04 0.01
Control Delay 7.7 0.0 34.6 1.5 25.8 8.8 25.7 25.0
Queue D
elay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 7.7 0.0 34.6 1.5 25.8 8.8 25.7 25.0
LOS A

A C A C A C C
Approach Delay 7.6 5.1 10.9 25.6
Approach LOS A A B C
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 18 (26%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 95
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.30
Int
ersection Signal Delay: 6.7 Intersection LOS: A
Intersection Capacity Utilization 55.4% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 855: Belleville Way/Driveway & Fremont Ave Attachment 3

857: S B
ernardo Ave & Fremont Ave Proposed Timing
Timings Weekend Off-Peak
Ki
mley Horn Page 4
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Conf
igurations
Traff
ic Volume (vph) 222 677 5 614 51 13 24 12 203
Future Volume (vph) 222 677 5 614 51 13 24 12 203
Turn Type Prot NA Prot NA
Perm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Detector Phase 5 2 1 6 8 8 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 8.0 8.0 8.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 23.0 12.0 23.0 31.0 31.0 15.0 15.0 15.0 Total Split (s) 18.0 31.0 14.0 27.0 25.0 25.0 25.0 25.0 25.0 To
tal Split (%) 25.7% 44.3% 20.0% 38.6% 35.7% 35.7% 35.7% 35.7% 35.7% Yellow Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max None C-Max None None None None None Ac
t Effct Green (s) 13.2 46.8 8.0 32.2 13.1 13.1 13.1
Actuated g/C Ratio 0.19 0.67 0.11 0.46 0.19 0.19 0.19
v
/c Ratio 0.69 0.32 0.03 0.31 0.34 0.15 0.49
Control Delay 35.1 6.3 28.0 13.3 26.1 23.5 7.0
Queue D
elay 1.2 0.3 0.0 0.0 0.0 0.0 0.0
Total Delay 36.3 6.6 28.0 13.3 26.1 23.5 7.0
LOS D

A C B C C A
Approach Delay 13.5 13.4 26.1 9.5
Approach LOS B B C A
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 66 (94%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 70
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.69
Int
ersection Signal Delay: 13.5 Intersection LOS: B
Intersection Capacity Utilization 48.4% ICU Level of Service A Anal
ysis Period (min) 15
Splits and Phases: 857: S Bernardo Ave & Fremont Ave Attachment 3

Fre
mont Avenue Traffic Operations Study
Weeken
d Peak
Attachment 3

1: SR
85 SB Ramps & Fremont Ave Proposed Timing
Timings Weekend Peak
Ki
mley Horn Page 1
Lane Group EBT WBL WBT SBL SBR
Lane Conf
igurations
Traff
ic Volume (vph) 540 497 591 317 199
Future Volume (vph) 540 497 591 317 199
Turn Type NA Prot NA Prot
Prot
Protected Phases 2 1 6 4 4
Permi
tted Phases
Detector Phase 2 1 6 4 4
Swi
tch Phase
Minimum Initial (s) 10.0 4.0 15.0 4.0 4.0
Min
imum Split (s) 20.0 8.0 20.0 9.0 9.0
Total Split (s) 24.0 25.0 49.0 21.0 21.0
To
tal Split (%) 34.3% 35.7% 70.0% 30.0% 30.0%
Yellow Time (s) 4.1 3.7 4.1 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.1 3.7 4.1 4.7 4.7
Lead/Lag Lag Lead
Lead-Lag Opti
mize? Yes Yes
Recall Mode None C-Max C-Max None None
Ac
t Effct Green (s) 19.9 21.6 45.2 16.0 16.0
Actuated g/C Ratio 0.28 0.31 0.65 0.23 0.23
v
/c Ratio 0.57 0.95 0.27 0.90 0.51
Control Delay 10.1 47.5 2.7 54.6 16.9
Queue D
elay 0.0 18.0 0.4 0.0 0.0
Total Delay 10.1 65.5 3.1 54.6 16.9
LOS B

E A D B
Approach Delay 10.1 31.6
Approach LOS B C
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 0 (0%), Referenced to phase 1:WBL and 6:WBT, Start of Yellow Natural Cycle: 65
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.95
Int
ersection Signal Delay: 26.5 Intersection LOS: C
Intersection Capacity Utilization 71.6% ICU Level of Service C Anal
ysis Period (min) 15
Splits and Phases: 1: SR 85 SB Ramps & Fremont Ave
Attachment 3

4: SR
85 NB Ramps & Fremont Ave Proposed Timing
Timings Weekend Peak
Ki
mley Horn Page 2
Lane Group EBL EBT WBT WBR NBT NBR
Lane Conf
igurations
Traff
ic Volume (vph) 213 655 799 417 5 455
Future Volume (vph) 213 655 799 417 5 455
Turn Type Prot NA NA
Perm NA Perm
Protected Phases 5 2 6 8
Permi
tted Phases 6 8
Detector Phase 5 2 6 6 8 8
Swi
tch Phase
Minimum Initial (s) 4.0 15.0 10.0 10.0 4.0 4.0
Min
imum Split (s) 9.0 20.0 21.0 21.0 9.0 9.0
Total Split (s) 19.0 49.0 30.0 30.0 21.0 21.0
To
tal Split (%) 27.1% 70.0% 42.9% 42.9% 30.0% 30.0%
Yellow Time (s) 3.7 4.1 4.1 4.1 3.7 3.7
Al
l-Red Time (s) 1.0 0.0 0.0 0.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 4.7 4.1 4.1 4.1 4.7 4.7
Lead/Lag Lead Lag Lag
Lead-Lag Opti
mize? Yes Yes Yes
Recall Mode C-Max C-Max None None None None
Ac
t Effct Green (s) 15.4 46.0 25.9 25.9 15.2 15.2
Actuated g/C Ratio 0.22 0.66 0.37 0.37 0.22 0.22
v
/c Ratio 0.59 0.30 0.44 0.52 0.75 0.89
Control Delay 29.2 2.8 10.7 4.0 39.3 32.4
Queue D
elay 0.0 0.5 0.3 0.4 0.0 2.0
Total Delay 29.2 3.3 10.9 4.4 39.3 34.4
LOS C

A B A D C
Approach Delay 9.7 8.7 36.2
Approach LOS A
A D
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 31 (44%), Referenced to phase 2:EBT and 5:EBL, Start of Yellow Natural Cycle: 55
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Int
ersection Signal Delay: 16.2 Intersection LOS: B
Intersection Capacity Utilization 71.6% ICU Level of Service C Anal
ysis Period (min) 15
Splits and Phases: 4: SR 85 NB Ramps & Fremont Ave
Attachment 3

855: Bell
eville Way/Driveway & Fremont Ave Proposed Timing
Timings Weekend Peak
Ki
mley Horn Page 3
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Conf
igurations
Traff
ic Volume (vph) 2 712 19 71 702 4 0 80 6 1
Future Volume (vph) 2 712 19 71 702 4 0 80 6 1
Turn Type Prot NA
Perm Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 4 4
Permi
tted Phases 2 4 4 4
Detector Phase 5 2 2 1 6 4 4 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 37.0 37.0 14.0 36.0 41.0 41.0 41.0 41.0 41.0 Total Split (s) 15.0 32.0 32.0 15.0 32.0 23.0 23.0 23.0 23.0 23.0 To
tal Split (%) 21.4% 45.7% 45.7% 21.4% 45.7% 32.9% 32.9% 32.9% 32.9% 32.9% Yellow Time (s) 3.7 4.1 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7 Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 To
tal Lost Time (s) 3.7 4.1 4.1 3.7 4.1 4.2 4.2 4.2 4.2
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max C-Max None C-Max None None None None None Ac
t Effct Green (s) 9.0 41.8 41.8 10.3 50.5 12.6 12.6 12.6 12.6 Actuated g/C Ratio 0.13 0.60 0.60 0.15 0.72 0.18 0.18 0.18 0.18 v
/c Ratio 0.01 0.38 0.02 0.30 0.31 0.02 0.25 0.05 0.04
Control Delay 27.0 11.4 0.1 37.8 4.4 21.8 7.6 22.3 13.8 Queue D
elay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Total Delay 27.0 11.4 0.1 37.8 4.5 21.8 7.6 22.3 13.8
LOS C

B A D A C A C B
Approach Delay 11.1 7.5 8.3 18.4
Approach LOS B A A B
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 18 (26%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 95
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.38
Int
ersection Signal Delay: 9.3 Intersection LOS: A
Intersection Capacity Utilization 56.1% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 855: Belleville Way/Driveway & Fremont Ave Attachment 3

857: S B
ernardo Ave & Fremont Ave Proposed Timing
Timings Weekend Peak
Ki
mley Horn Page 4
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR
Lane Conf
igurations
Traff
ic Volume (vph) 210 836 10 914 51 17 58 23 270
Future Volume (vph) 210 836 10 914 51 17 58 23 270
Turn Type Prot NA Prot NA
Perm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permi
tted Phases 8 4 4
Detector Phase 5 2 1 6 8 8 4 4 4
Swi
tch Phase
Minimum Initial (s) 9.0 8.0 8.0 8.0 11.0 11.0 11.0 11.0 11.0 Min
imum Split (s) 13.0 23.0 12.0 23.0 31.0 31.0 15.0 15.0 15.0 Total Split (s) 18.0 31.0 14.0 27.0 25.0 25.0 25.0 25.0 25.0 To
tal Split (%) 25.7% 44.3% 20.0% 38.6% 35.7% 35.7% 35.7% 35.7% 35.7% Yellow Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7 3.7 3.7
Al
l-Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
To
tal Lost Time (s) 3.7 4.1 3.7 4.1 3.7 3.7 3.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Opti
mize?
Recall Mode None C-Max None C-Max None None None None None Ac
t Effct Green (s) 13.3 46.5 8.0 31.8 13.4 13.4 13.4
Actuated g/C Ratio 0.19 0.66 0.11 0.45 0.19 0.19 0.19
v
/c Ratio 0.69 0.42 0.05 0.46 0.39 0.35 0.58
Control Delay 33.4 7.0 28.4 14.9 24.8 26.9 7.3
Queue D
elay 1.3 0.3 0.0 0.0 0.0 0.0 0.0
Total Delay 34.7 7.3 28.4 14.9 24.8 26.9 7.3
LOS C

A C B C C A
Approach Delay 12.6 15.0 24.8 11.8
Approach LOS B B C B
Int
ersection Summary
Cycl
e Length: 70
Actuated Cycle Length: 70
Of
fset: 64 (91%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 70
Cont
rol Type: Actuated-Coordinated
Maximum v/c Ratio: 0.69
Int
ersection Signal Delay: 13.8 Intersection LOS: B
Intersection Capacity Utilization 56.1% ICU Level of Service B Anal
ysis Period (min) 15
Splits and Phases: 857: S Bernardo Ave & Fremont Ave Attachment 3