attachment e existing conditions traffic model calibration methodology...

ATTACHMENT E EXISTING CONDITIONS TRAFFIC MODEL CALIBRATION

METHODOLOGY AND RESULTS TECHNICAL MEMORANDUM

ATTACHMENT E

Date: November 22, 2013

To: Caltrain Electrification EIR Project Team

From: Ian Barnes and Matt Haynes, Fehr & Peers

Subject: Existing Conditions VISSIM and SimTraffic Models Calibration and Validation

SJ13-1440

Introduction

Fehr & Peers developed traffic microsimulation models that will be used to analyze the environment impacts of the proposed Caltrain Electrification project. The study area for the microsimulation models included 82 intersections along the Caltrain line in San Francisco, San Mateo, and Santa Clara Counties. Most of these intersections (64) were modeled using the Synchro/SimTraffic software package. The remaining 18 intersections were modeled using the VISSIM software package which has the ability to account for more complex intersection operations. VISSIM was used at intersections where there are high levels of congestion, frequent transit service, high automobile volumes, high pedestrian or bicycle volumes, or special traffic signal systems (such as transit signal priority). Table 1 lists the study intersections, the jurisdiction the intersection is located in and the analysis software package.

The remainder of this memorandum describes the development of the microsimulation models for existing conditions, including the model calibration and validation processes. The model development process includes three basic components: (1) network coding, (2) model calibration and (3) model validation. This memorandum also summarizes key existing conditions analysis results produced by the model.

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Attachment E November 2013 Page 2 of 16

TABLE 1 STUDY INTERSECTIONS

Int. ID Intersection Jurisdiction1 Modeling Tool

1 4th Street/King Street SF VISSIM

2 4th Street/Townsend Street SF VISSIM

3 Mission Bay Drive/7th Street SF SimTraffic

4 Mission Bay Drive/Berry Street SF SimTraffic

5 7th Street/16th Street SF VISSIM

6 16th Street/Owens Street SF VISSIM

7 22nd Street/Pennsylvania Street SF SimTraffic

8 22nd Street/Indiana Street SF SimTraffic

9 Tunnel Avenue/Blanken Avenue SF SimTraffic

10 Linden Ave/ Dollar Avenue SSF SimTraffic

11 East Grand Avenue/Dubuque Way SSF SimTraffic

12 S Linden Avenue/San Mateo Avenue SSF SimTraffic

13 Scott Street/Herman Street SB SimTraffic

14 Scott Street/Montgomery Avenue SB SimTraffic

15 San Mateo Ave/San Bruno Avenue East SB SimTraffic

16 El Camino Real/Millbrae Avenue MB SimTraffic

17 Millbrae Avenue/Rollins Road MB SimTraffic

18 California Drive/Broadway BG VISSIM

19 Carolan Avenue/Broadway BG VISSIM

20 California Drive/Oak Grove Avenue BG SimTraffic

21 Carolan Avenue/Oak Grove Avenue BG SimTraffic

22 California Drive/North Lane BG SimTraffic

23 Carolan Avenue/North Lane BG SimTraffic

24 Anita Road/Peninsula Avenue BG SimTraffic

25 Woodside Way/Villa Terrace SM SimTraffic

26 North San Mateo Drive/Villa Terrace SM SimTraffic

27 Railroad Avenue/1st Avenue SM SimTraffic

28 S B St and 1st Ave SM SimTraffic

29 9th Ave and S Railroad Ave SM SimTraffic

30 S B St and 9th Ave SM SimTraffic




31 Transit Center Wy and 1st Ave SM SimTraffic

32 Concar Dr and SR 92 WB Ramps SM SimTraffic

33 S Delaware St and E 25th Ave SM SimTraffic

34 E 25th Ave and El Camino Real SM SimTraffic

35 31st Ave and El Camino Real SM SimTraffic

36 E Hillsdale Blvd and El Camino Real SM SimTraffic

37 E Hillsdale Blvd and Curtiss St SM SimTraffic

38 Peninsula Avenue/Arundel Rd/Woodside Wy SM SimTraffic

39 El Camino Real and Ralston Ave BL SimTraffic

40 El Camino Real and San Carlos Ave SC SimTraffic

41 Maple Street/Main Street RC SimTraffic

42 Main Street/Beech Street RC SimTraffic

43 Main Street/Middlefield Road RC SimTraffic

44 Broadway and California RC SimTraffic

45 El Camino Real and Whipple Ave RC VISSIM

46 Arguello St and Brewster Ave RC SimTraffic

47 El Camino Real and Broadway RC SimTraffic

48 Arguello St and Marshall St RC SimTraffic

49 El Camino Real and James Ave RC SimTraffic

50 El Camino Real and Fair Oaks Ln AT SimTraffic

51 El Camino Real and Watkins Ave AT SimTraffic

52 Fair Oaks Lane/Middlefield Road AT SimTraffic

53 Watkins Avenue/Middlefield Road AT SimTraffic

54 Glenwood Avenue/Middlefield Road AT SimTraffic

55 El Camino Real and Glenwood Ave MP SimTraffic

56 El Camino Real and Oak Grove Ave MP SimTraffic

57 El Camino Real and Santa Cruz Ave MP SimTraffic

58 Merrill St and Santa Cruz Ave MP SimTraffic

59 Ravenswood Ave/Alma St MP VISSIM

60 El Camino Real and Ravenswood Ave MP VISSIM




61 Ravenswood Avenue/Laurel Street MP SimTraffic

62 Alma Street/Palo Alto Avenue PA VISSIM

63 Meadow Drive/Alma Street PA VISSIM

64 El Camino Real/Alma/Sand Hill Road PA VISSIM

65 High St and University Ave PA SimTraffic

66 Alma St and Churchill Ave PA VISSIM

67 W Meadow Dr and Park Blvd PA VISSIM

68 Alma St and Charleston Rd PA VISSIM

69 Showers Dr And Pacchetti Way MV SimTraffic

70 Central Expressway and N Rengstorff Ave MV VISSIM

71 Central Expressway and Moffett/Castro MV VISSIM

72 W Evelyn Ave and Hope St MV SimTraffic

73 Rengstorff Avenue/California Street MV SimTraffic

74 Castro Street/Villa Street MV SimTraffic

75 W Evelyn Ave and S Mary Ave SV VISSIM

76 W Evelyn Ave and Frances St SV SimTraffic

77 Kifer Rd and Lawrence Expressway SCC SimTraffic

78 Reed Ave-Monroe St and Lawrence Expy SCC SimTraffic

79 El Camino Real and Railroad Ave SC SimTraffic

80 W Santa Clara St and Cahill St SJ SimTraffic

81 S Montgomery St and W San Fernando St SJ SimTraffic

82 Lick Ave and W Alma Ave SJ SimTraffic Notes: 1. Jurisdictions: SF San Francisco SSF South San Francisco SB San Bruno MB Millbrae BG Burlingame MP Menlo Park

SM San Mateo BL Belmont SC San Carlos RC Redwood City AT Atherton PA Palo Alto

MV Mountain View SV Sunnyvale SC Santa Clara SCC Santa Clara County SJ San Jose

Source: Fehr & Peers, November 2013


Model Development Process

The VISSIM and SimTraffic models were constructed by digitizing the roadway networks using aerial photography as the background. The number of lanes and the location of lane additions, turn pockets and lane drops were confirmed by field observations. Additional detail, such as speed limits and vehicle turning speeds, was incorporated into the networks to better reflect observed field conditions. At signalized intersections, traffic signal timing plans (i.e., phasings, green times, transit signal priority, railroad preemption, etc.) were entered into the Synchro/SimTraffic and VISSIM models to reflect current conditions.

The SimTraffic and VISSIM models were validated to existing conditions using criteria suggested by the California Department of Transportation (Caltrans), the Federal Highway Administration (FHWA), and additional criteria developed by Fehr & Peers. A number of iterations were required to successively adjust the default SimTraffic and VISSIM parameters for geometrics and driver behavior until the model was validated to observed conditions. Validation criteria and results are presented later in this memorandum.

Once the model was successfully calibrated and validated, it was used to generate measures of corridor performance such as vehicle and transit average speeds, vehicle hours of delay and other performance measures consistent with the Highway Capacity Manual (HCM) (Transportation Research Board, 2000) such as intersection delay and level of service.

Because micro-simulation models like SimTraffic and VISSIM rely on the random arrival of vehicles, multiple runs are needed to provide a reasonable level of statistical accuracy and validity. The models were run twenty times (each using a different random seed number), and then the ten most typical runs were selected and averaged to determine model results. The selection of ten typical runs is designed to remove outliers from the process.

Model Network Coding

Development of the street network and automobiles, trains, bicyclists, and pedestrians that comprise the SimTraffic and VISSIM models required the input of geometric, traffic control and traffic flow data, each of which is described in this section. An overview of the micro-simulation model development process is described below.

Geometric Data

Roadway geometric data (traffic lanes, turn pockets, bus lanes, bus stop locations, etc.) were gathered using aerial photographs and field observations. Lane configurations were initially taken from aerial photographs and were then confirmed or revised based on field observations.


Traffic Control Data

Various City and County agencies provided signal timing plans for the traffic signals in the study area. The signal timing settings include vehicle and pedestrian signal phases and railroad preemption for several intersections. The posted speed limits for streets in the study area were collected during field observations. Maximum vehicle speeds in the model are consistent with posted speed limits, although random speed variability is assigned to each vehicle, causing them to drive above or below the speed limit, to mimic prevailing driver behavior.

Traffic Flow Data

Vehicle Volumes

Fehr & Peers collected or was provided with intersection AM peak period (7:00 to 9:00 AM) and PM peak period (4:00 to 6:00 PM) vehicular turning movement counts at the study intersections. For each model file, the peak one hour of flow in the AM and PM were used as the analysis period. The volumes from this data were then balanced between intersections using the Synchro program. Balancing is the adjustment of turning movement volumes to reduce unexpected changes in through-volumes between adjacent intersections. Where balancing was performed, the volumes were balanced to the higher volume to provide for a conservative analysis.

Pedestrian and Bicycle Volumes

For VISSIM models, pedestrian and bicycle volumes were directly modeled through use of pedestrian crossing counts and bicycle turning movement counts. For SimTraffic models, pedestrian counts were used where available; in situations where counts were not available, pedestrian crossing volumes were assumed to range from 10-50 pedestrians per hour, depending on proximity to major pedestrian travel generators (Caltrain stations, schools, etc.).

Transit Data

For VISSIM intersections, railroad crossing preemption and gate down events were triggered using data from the Caltrain schedule. For SimTraffic intersections, railroad crossing preemption and gate down events were triggered using random arrivals that approximate the train schedule.

Because of high bus frequencies and interactions between buses, automobiles, pedestrians and bikes, the VISSIM model covering the intersections of 4th Street/King Street and 4th Street/Townsend Street in San Francisco was coded with MUNI bus schedule data for the 10 Townsend, 30 Stockton, 45 Union-Stockton, and 47 Van Ness lines were input into the model to reflect the frequent bus movements near the San Francisco-4th Street Caltrain station. Additionally, transit frequencies for the N-Judah and T-Third light rail transit lines were input into the model to reflect at-grade rail movements through the 4th Street/King Street intersection.


Model Calibration

During calibration of a microsimulation model, individual components are adjusted to match collected and field-observed data. Once developed, calibration of a model is necessary to ensure that the model provides a visually accurate depiction of the field-observed condition and that model outputs can be trusted to inform the best possible analysis.

Adjustments to the SimTraffic and VISSIM models focus on the model components related to driver behavior including yielding right-of-way at intersections, driver performance such as aggressiveness, vehicle fleet mix, and vehicle performance. The following SimTraffic and VISSIM model parameters are subject to adjustment:

• Vehicle fleet composition (passenger cars, pickup trucks, SUVs, heavy trucks, etc.)

• Vehicle headways

• Distance between stopped vehicles (standstill distance)

• Driver behavior when changing lanes

Generally speaking, only the lane change behavior was modified to better reflect real world lane changing conditions. This involves changing setting such that vehicles start to make lane changes earlier than the default distance (approximately 650 feet). For congested conditions where late lane changes were the primary cause of congestion developing, the lane change distance was set to 1,500 feet per lane change required.

As an additional calibration step, driver yield behavior to pedestrians at right turn locations was calibrated in the VISSIM models to match observed conditions. Fleet composition, vehicle headways and standstill distance were not changed for calibration of all models.

Model Validation

During validation, the VISSIM model output is compared against field data to determine if the output is within acceptable levels. Caltrans and the FHWA suggest the following validation criteria: (Guidelines for Applying Traffic Microsimulation Modeling Software, California Department of Transportation, 2002; Volume III - Guidelines for Applying Traffic Microsimulation Modeling Software, Federal Highway Administration, 2003).

• Link volumes for more than 85 percent of cases meet the following criteria:

− For volumes less than 700 vph, within 100 vph − For volumes between 700 and 2,700 vph, within 15 percent − For volumes greater than 2,700 vph, within 400 vph


• Link volumes for more than 85 percent of cases have a GEH1 statistic less than 5 (a measure of how well the model replicates actual conditions)

• Sum of link volumes within 5 percent

• Sum of link volumes have a GEH statistic less than 4

• Average travel times within 15 percent (or one minute, if higher) of measured/reported travel times, for more than 85 percent of measured travel time paths

• Bottlenecks create visually acceptable queuing and agree with observed conditions

Fehr & Peers has developed the following additional validation criterion, which has a narrower tolerance for intersection volumes (which are aggregated link volumes) than the criteria suggested by FHWA and Caltrans.

• Peak-hour volumes for more than 85 percent of intersections within 5 percent of traffic counts

Given the isolated nature of the models, a goal was set to meet 100% of the targets (beyond the requirements of FHWA and Caltrans). Table 2 shows how the results for the existing conditions SimTraffic and VISSIM models compare to the validation criteria thresholds recommended in the FHWA and Caltrans guidelines and intersection volume validation developed by Fehr & Peers. The results reflect the average of 10 of 20 micro-simulation model runs.

1 GEH, which received its name from its inventor Geoffrey E. Havers, is a validation statistic that is used to interpret the correlation of two sets of traffic volumes. With respect to the validation of traffic model, the two volumes present in the GEH computation formulae are observed traffic volumes and model estimated traffic volumes.


TABLE 2 VALIDATION CRITERIA THRESHOLDS COMPARISON

Criteria Criteria

Threshold

FHWA/ Caltrans Target

for % Met % Met Pass/Fail

Link Volumes

< 700 vph 100 vph

> 85% 100% Pass between 700 & 2,700 vph

15%

> 2,700 vph 400 vph

GEH Statistic < 5.00 > 85% 100% Pass

Sum of Link Volumes

Sum of All Links +/- 5% - 100% Pass

GEH Statistic < 4.00 - 100% Pass

Aggregated Volumes

Intersections1 +/- 5% >85% 100% Pass

Visual Inspection

Queuing match observations - Pass

Notes: Bold and underline font indicates that the criteria are not met. 1. Fehr & Peers developed criterion.

Source: Fehr & Peers, 2013


Existing Conditions Results

Traffic operations results were determined using the validated AM and PM peak hour VISSIM and SimTraffic models. The intersection analysis results include a descriptive term known as level of service (LOS). LOS is a measure of traffic operating conditions, which varies from LOS A, which represents free flow conditions, with little or no delay, to LOS F, which represents congested conditions, with extremely long delays. Table 3 below gives the LOS designations for signalized intersections, and Table 4 gives the LOS designations for unsignalized intersections.

TABLE 3 SIGNALIZED INTERSECTION LEVEL OF SERVICE DEFINITIONS

Level of Service

Description Average Control Delay Per Vehicle

(Seconds)

A Operations with very low delay occurring with favorable progression

and/or short cycle lengths. ≤ 10.0

B Operations with low delay occurring with good progression and/or

short cycle lengths. 10.1 – 20.0

C Operations with average delays resulting from fair progression and/or

longer cycle lengths. Individual cycle failures begin to appear. 20.1 – 35.0

D Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and high volume-to-capacity (V/C)

ratios. Many vehicles stop and individual cycle failures are noticeable. 35.1 – 55.0

E Operations with high delay values indicating poor progression, long

cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences.

55.1 – 80.0

F Operations with delays unacceptable to most drivers occurring due to

over-saturation, poor progression, or very long cycle lengths. > 80.0

Source: 2010 Highway Capacity Manual and Fehr & Peers, November 2013


TABLE 4 UNSIGNALIZED INTERSECTION LEVEL OF SERVICE DEFINITIONS

Level of Service Description

Average Control Delay Per Vehicle on Worst Approach (Seconds)

A Little or no delays ≤ 10.0

B Short traffic delays 10.1 – 15.0

C Average traffic delays 15.1 – 25.0

D Long traffic delays 25.1 – 35.0

E Very long traffic delays 35.1 – 50.0

F Extreme traffic delays with intersection capacity

exceeded > 50.0

Source: 2010 Highway Capacity Manual and Fehr & Peers, November 2013

For signalized intersections, delay and LOS are calculated for the whole intersection average. For unsignalized, side-street stop-controlled intersections, the delay and LOS are calculated for the average of the worst approach. For all-way stop-controlled intersections, the delay and LOS are calculated for the whole intersection average. For intersection analysis purposes, these results are compared to a LOS standard for the intersection. Table 5 lists the intersections, software analysis package, LOS standard and calculated delay and LOS for existing conditions.


TABLE 5 EXISTING INTERSECTION DELAY AND LEVELS OF SERVICE (2013)

Int. ID Intersection Jurisdiction Peak Hour

Intersection Control

Delay LOS

ZONE 1

1 4th Street and King Street SF AM PM Signal

56.6 84.5

E F

2 4th Street and Townsend Street SF AM PM Signal

28.9 28.8

C C

3 Mission Bay Drive and 7th Street SF AM PM Signal

8.3 12.7

A B

4 Mission Bay Drive and Berry Street SF AM

PM Signal 2.3 8.4

A A

5 7th Street and 16th Street SF AM PM Signal

67.3 49.5

E D

6 16th Street and Owens Street SF AM PM Signal

10.6 10.7

B B

7 22nd Street and Pennsylvania Street SF AM

PM All-way Stop 7.6 7.3

A A

8 22nd Street and Indiana Street SF AM PM All-way Stop

5.3 5.4

A A

9 Tunnel Avenue and Blanken Avenue SF AM

PM All-way Stop 7.9 7.2

A A

10 Linden Avenue and Dollar Avenue SSF AM PM Signal

15.1 48.9

B D

11 East Grand Avenue and Dubuque Way SSF AM

PM Signal 7.5 7.5

A A

12 S Linden Avenue and San Mateo Avenue SSF AM

PM Signal 6.7 7.4

A A

13 Scott Street and Herman Street SB AM PM

Side-Street Stop

9.8 14.0

A B

14 Scott Street and Montgomery Avenue SB AM

PM Side-Street

Stop 4.8 5.7

A A

15 San Mateo Avenue and San Bruno Avenue SB AM

PM Signal 10.9 >120

B F

ZONE 2

16 El Camino Real and Millbrae Avenue MB AM

PM Signal 43.4 42.7

D D

17 Millbrae Avenue and Rollins Road MB AM PM Signal

33.0 38.8

C D

18 California Drive and Broadway BG AM PM Signal

60 52.5

E D

19 Carolan Avenue and Broadway BG AM PM Signal

16.6 42.1

B D

20 California Drive and Oak Grove Avenue BG AM

PM Signal 34.3 24.2

C C

21 Carolan Avenue and Oak Grove Avenue BG AM

PM Side-Street

Stop >120 92.1

F F





Delay LOS

22 California Drive and North Lane BG AM PM

Side-Street Stop

14.7 11.4

B B

23 Carolan Avenue and North Lane BG AM PM

Side-Street Stop

23.0 17.8

C C

24 Anita Road and Peninsula Avenue BG AM PM

Side-Street Stop

15.6 >120

C F

25 Woodside Way and Villa Terrace SM AM PM

Side-Street Stop

5.1 4.7

A A

26 North San Mateo Drive and Villa Terrace SM AM

PM Side-Street

Stop 11.7 12.8

B B

27 Railroad Avenue and 1st Avenue SM AM PM

Side-Street Stop

10.4 19.0

B C

28 S B Street and 1st Avenue SM AM PM Signal

22.6 30.5

C C

29 9th Avenue and S Railroad Avenue SM AM

PM Side-Street

Stop 34.7 21.4

D C

30 S B Street and 9th Avenue SM AM PM Signal

15.0 14.4

B B

31 Transit Center Way and 1st Avenue SM AM

PM Uncontrolled 5.1

26.7 A D

32 Concar Drive and SR 92 Westbound Ramps SM AM

PM Signal 6.0 6.1

A A

33 S Delaware Street and E 25th Avenue SM AM

PM Signal 19.1 20.6

B C

34 E 25th Avenue and El Camino Real SM AM PM Signal

32.0 80.6

C F

35 31st Avenue and El Camino Real SM AM PM Signal

19.2 68.7

B E

36 E Hillsdale Boulevard and El Camino Real SM AM

PM Signal 43.7 67.1

D E

37 E Hillsdale Blvd. and Curtiss Street SM AM

PM Signal 12.0 14.7

B B

38 Peninsula Avenue and Arundel Road and Woodside Way SM AM

PM Side-Street

Stop 14.3 >120

B F

39 El Camino Real and Ralston Avenue BL AM

PM Signal >120 85.4

F F

40 El Camino Real and San Carlos Avenue SC AM

PM Signal 25.6 47.1

C D

41 Maple Street and Main Street RC AM PM

Side-Street Stop

10.9 14.3

B B

42 Main Street and Beech Street RC AM PM

Side-Street Stop

5.2 8.6

A A

43 Main Street and Middlefield Road RC AM PM Signal

12.5 20.1

B C





Delay LOS

44 Broadway Street and California Street RC AM

PM Signal 60.0 >120

F F

45 El Camino Real and Whipple Avenue RC AM

PM Signal 74.7 48.3

E D

46 Arguello Street and Brewster Avenue RC AM

PM Signal 14.7 39.4

B D

47 El Camino Real and Broadway Street RC AM

PM Signal 27.5 45.5

C D

48 Arguello Street and Marshall Street RC AM

PM Signal 15.1 48.7

B D

49 El Camino Real and James Avenue RC AM

PM Signal 26.2 33.7

C C

ZONE 3

50 El Camino Real and Fair Oaks Lane AT AM

PM Signal 33.6 27.6

C C

51 El Camino Real and Watkins Avenue AT AM

PM Side-street

stop 34.5 48.1

D E

52 Fair Oaks Lane and Middlefield Road AT AM

PM Side-Street

Stop >120 41.3

F E

53 Watkins Avenue and Middlefield Road AT AM

PM Side-Street

Stop 31.6 28.3

D D

54 Glenwood Avenue and Middlefield Road AT AM

PM Side-Street

Stop 49.2 >120

E F

55 El Camino Real and Glenwood Avenue MP AM

PM Signal 34.1 29.6

C C

56 El Camino Real and Oak Grove Avenue MP AM

PM Signal 17.9 30.9

B C

57 El Camino Real and Santa Cruz Avenue MP AM

PM Signal 9.1

12.5 A B

58 Merrill St and Santa Cruz Avenue MP AM PM All-way Stop

7.3 8.9

A A

59 Ravenswood Avenue and Alma Street MP AM

PM Side-Street

Stop 24.4 17.1

C C

60 El Camino Real and Ravenswood Avenue MP AM

PM Signal 39.3 119.0

D F

61 Ravenswood Avenue and Laurel Street MP AM

PM Signal 31.0 26.3

C C

62 Alma Street and Palo Alto Avenue PA AM PM

Side-Street Stop

11.2 14.6

B B

63 Meadow Drive and Alma Street PA AM PM Signal

72.6 62.0

E E

64 El Camino Real and Alma Street and Sand Hill Road PA AM

PM Signal 60.7 49.1

E D

65 High Street and University Avenue PA AM

PM Signal 12.6 14.1

B B





Delay LOS

66 Alma Street and Churchill Avenue PA AM

PM Signal 66.0 64.0

E E

67 W Meadow Drive and Park Blvd. PA AM PM

Side-Street Stop

>120 29.3

F D

68 Alma Street and Charleston Road PA AM

PM Signal 63.5 80.5

E F

69 Showers Drive and Pacchetti Way MV AM

PM Signal 4.5 3.7

A A

70 Central Expressway and N Rengstorff Avenue MV AM


F F

71 Central Expressway and Moffett Boulevard and Castro Street MV AM


F F

72 W Evelyn Avenue and Hope Street MV AM

PM Signal 3.0 4.0

A A

73 Rengstorff Avenue and California Street MV AM

PM Signal 50.3 55.6

D E

74 Castro Street and Villa Street MV AM PM Signal

11.8 21.2

B C

75 W Evelyn Avenue and S Mary Avenue SV AM

PM Signal 62.4 61.5

E E

76 W Evelyn Avenue and Frances Street SV AM

PM Signal 16.1 23.4

B C

ZONE 4

77 Kifer Road and Lawrence Expressway SCL AM

PM Signal 96.6 >120

F F

78 Reed Avenue and Lawrence Expressway

SCL AM PM

Signal 97.3 93.7

F F

79 El Camino Real and Railroad Avenue SCL AM

PM Signal 26.6 21.3

C C

80 W Santa Clara Street and Cahill Street SJ AM

PM Signal 10.4 12.7

B B

81 S Montgomery Street and W San Fernando Street

SJ AM PM

Signal 7.9 9.6

A A

82 Lick Avenue and W Alma Avenue SJ AM PM

Signal 15.8 20.8

B C

Notes: 1. Jurisdictions: SF San Francisco SSF South San Francisco SB San Bruno MB Millbrae BG Burlingame SM San Mateo LOS designation per 2010 Highway Capacity Manual

BL Belmont SC San Carlos RC Redwood City AT Atherton MP Menlo Park PA Palo Alto MV Mountain View SV Sunnyvale SCL Santa Clara

SCC Santa Clara County SJ San Jose AM = morning peak hour, PM = afternoon peak hour LOS designation as per 2010 Highway Capacity Manual Delay measured in seconds. Source: Fehr & Peers, 2013


These results are incorporated into the EIR for the Proposed Project. The resulting Existing Conditions models will be used as the basis for the Year 2020 and Year 2040 scenarios for No Project and Project conditions.

ATTACHMENT F FUTURE CONDITIONS TRAFFIC MODEL RESULTS TECHNICAL

MEMORANDUM

ATTACHMENT F

Date: January 27, 2014

To: Caltrain Electrification EIR Project Team

From: Katie Leung and Matt Haynes, Fehr & Peers

Subject: Future Conditions Process and Results

SJ13-1440

Introduction

This memorandum describes the methodology and results of an analysis of 82 intersections along

the Caltrain line in San Francisco, San Mateo, and Santa Clara Counties under Year 2020 and Year

2040 conditions with and without the proposed Peninsula Corridor Electrification Project (PCEP).

Fehr & Peers developed traffic microsimulation models to analyze the environmental impacts of

the proposed project. Most of the intersections (64) were modeled using the Synchro/SimTraffic

software package. The remaining 18 intersections were modeled using the VISSIM software

package. The process consisted of the following key steps:

• Future Volume Forecast

• Future Caltrain Gate Down Times

• Model Development

• Model Analysis

Future traffic volumes, train frequencies, and crossing times served as inputs for the

microsimulation models under future conditions. The remainder of this memorandum describes

these steps in more detail and provides the results of the analysis.

Future Volumes Forecast

Vehicle Volumes

Fehr & Peers forecasted AM and PM peak hour vehicular turning movement volumes at the study

intersections. The forecasts were completed using the Valley Transportation Authority (VTA)

Attachment F January 2014 Page 2 of 3 model. Additional adjustments were made based on the results of the Fehr & Peers’ Direct

Ridership model (DRM). The DRM fine-tunes the ridership estimates produced by the VTA model

for station-level detail. Recalibration of the number of individuals accessing Caltrain stations via

park-and-ride and kiss-and-ride were reflected in the turning movement forecasts.

Existing and future AM and PM peak hour turning movement volumes are shown in Figures 1-5

appended to the end of this memorandum.

Pedestrian and Bicycle Volumes

Future pedestrian and bicycle volumes around Caltrain stations were developed from the DRM.

The DRM provides estimates for the number of riders accessing and egressing Caltrain stations by

walking and biking. Using these volumes, an approximate pedestrian and bike growth factor was

estimated around each Caltrain station for both the no project and project scenarios. Bicycle

volumes were not modeled in SimTraffic.

Future Caltrain Gate Down Times

For VISSIM intersections, railroad crossing preemption and gate down events were triggered

using data from the prototypical 2020 and 2040 schedules. For SimTraffic intersections, railroad

crossing preemption and gate down events were triggered using random arrivals that

approximated the prototypical schedules.

For the 2020 and 2040 scenarios, the average single-train gate down time per event was

calculated and inputted into the models. The average was calculated over the vehicular peak hour

for the study intersections at or near each grade crossing. The AM vehicular peak hour of travel is

the greatest 60 minute period of vehicular traffic from 7:00-9:00 AM. The PM vehicular peak hour

of travel is the greatest 60 minute period of vehicular traffic from 4:00-6:00 PM. Only single-train

events were used to calculate the average. Since VISSIM models have a higher level of detail and

allow for the input of the actual train schedule, the VISSIM models can more exactly replicate 2-

for-1 events.1 While SimTraffic models do not allow for the input of the actual train schedule,

these models are capable of estimating 2-for-1 events by using random train arrivals that

approximate the train schedule.

1 A 2-for-1 event is when two trains traveling in opposite directions (one southbound and one northbound) pass through an at-grade crossing at the same time, triggering a joint gate down-time event.

Attachment F January 2014 Page 3 of 3

Future Conditions Model Development

The development of VISSIM and SimTraffic models under Existing Conditions is described in the

Existing Conditions Memorandum. These models were also used for 2020 and 2040 No Project

Conditions with adjustments made for:

• Future vehicle, pedestrian, and bicyclist volumes

• Optimized intersection signal timing

• Future train frequency, pre-emption times, and crossing times when applicable

The 2020 and 2040 No Project models were then used for the 2020 and 2040 Plus Project Conditions models with adjustments made for:

• Future vehicle, pedestrian, and bicyclist volumes with the Project

• Future train frequency, pre-emption times, and crossing times with the Project, when

applicable

No changes were made to the signal timings from the corresponding year under No Project Conditions, since it was assumed that the signal timings would not change with the addition of the Project.

As described in the Existing Conditions VISSIM and SimTraffic Models Calibration and Validation memorandum (Attachment E) these models were used to generate measures of corridor performance such as vehicle and transit average speeds, vehicle hours of delay and other performance measures consistent with the Highway Capacity Manual (HCM) (Transportation Research Board, 2000) such as intersection delay and level of service.

Future Conditions Results

Traffic operations results were determined using the AM and PM peak hour VISSIM and SimTraffic

models. Year 2020 No Project and 2020 Project intersection delay and level of service are

presented in Tables 3-25 and 3-26 in the Transportation Impact Analysis.

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ce a d

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d

d

ff dae

d d

af d

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d

ce

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d

bcf

ae

gf

d

acf

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d

d

0 (0

)69

3 (8

75)

43 (5

2)

13 (1

6)58

(60)

44 (4

9)

41 (2

4)11

8 (1

38)

15 (5

)

49 (7

1)38

3 (3

29)

106

(40)

52 (4

5)16

2 (1

78)

57 (3

8)

13 (2

8)3

(3)

9 (1

7)

64 (8

0)0

(0)

58 (4

3)84 (137)

1,471 (1,366)1 (10)

359 (292)126 (126)

74 (1

24)

196

(205

)

0 (5

)10

8 (1

03)

129

(110

)

11 (1

8)2

(7)

6 (7

)

7 (8

)98

(52)

56 (6

5)

38 (3

5)97

(138

)11

9 (7

5)

0 (0

)0

(0)

2 (0

)

85 (8

3)

10 (3

)70

(100

)26

(11)

11 (2

9)17

(17)

3 (8

)

0 (2

)24

9 (2

24)

37 (8

0)

214 (307)152 (226)

27 (35)702 (988)32 (29)

100

(127

)12

4 (1

28)

2 (7

)93

(151

)33

(46)

105

(170

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(93)

63 (5

8)35

9 (2

69)

218

(486

)

0 (2)23 (11)

5 (6)

240 (108)349 (333)

39 (23)647 (229)

31 (19)133 (124)

21 (24)

18 (12)79 (70)15 (10)

0 (0)0 (0)0 (0)

10 (3)143 (52)181 (75)

6 (4)21 (30)64 (67)

35 (47)374 (326)

80 (75)80 (132)

50 (26)7 (19)50 (160)

33 (5

2)51

(92)

6 (1

1)

35 (56)524 (1,566)

159

(218

)22

(16)

82 (156)163 (214)

119 (82)287 (498)

3 (3)83 (159)8 (11)

67 (73)72 (119)17 (8)

160 (290)213 (320)20 (58)

6 (2)71 (104)7 (7)

0 (0)117 (234)39 (46)

62 (59)23 (24)

16 (24)21 (27)61 (102)

acce0 (1)

676 (1,101)103 (195)

acce1 (1)1,144 (915)

160 (104)

bf

97 (8

6)0

(1)

397

(311

)

aae27 (3

8)33

9 (3

34)

436

(397

)

acf 256 (353)

277 (477)241 (357)

ace8 (11)379 (286)

31 (46)

aacce32 (6

3)70

0 (9

13)

668

(620

)

aaaccf 483 (774)

212 (608)424 (602)

ace58 (132)642 (278)

20 (35)acccf

22 (3

7)35

4 (6

65)

549

(368

)

aacf20 (13

5)17

(47)

131

(371

)

aacccf

413 (172)983 (1,531)436 (353)

acccf286 (79)

1,300 (1,049)273 (138)

aacf

116

(318

)11

3 (5

3)24

6 (4

46)

d33 (9

5)26

(83)

51 (9

1)

ace105 (54)

271 (544)77 (130)

be2 (0)368 (371)

0 (0)bf

7 (2

0)74

(63)

153

(128

)

accf29 (5

5)62

2 (6

80)

56 (4

1)

ae

88 (101)95 (115)155 (191)

ae38 (28)301 (199)

22 (32)

accf

21 (3

3)47

2 (5

44)

223

(242

)

acc620 (7

06)

114

(122

)

af 105 (124)46 (32)

ce

667

(743

)16

9 (5

3)

g20 (6

)20

(17)

e 60 (20)521 (639)

bc40 (10)557 (602)

bf169 (2

41)

106

(133

)4

(20)

d

16 (15)126 (123)17 (47)

ae378 (298)120 (122)

82 (62)d

43 (4

3)92

(87)

37 (4

2)

bf81 (6

9)11

6 (1

54)

3 (3

)

ae186 (58)12 (5)

85 (112)

ae

70 (8

7)12

5 (1

14)

12 (8

)

d 17 (15)14 (28)0 (3)

d40 (25)16 (28)

6 (12)

d

6 (4

)25

(12)

3 (6

)

e 6 (3)128 (139)

b10 (5)43 (189)

d

2 (1

2)4

(11)

3 (8

)

be14 (1

4)49

8 (4

86)

10 (1

7)

d

19 (37)20 (14)34 (35)

d9 (3)20 (8)

12 (13)be

15 (8

)42

2 (5

55)

32 (4

0)

d5 (2

5)10

7 (1

47)

31 (6

2)

d

58 (76)36 (55)10 (22)

d2 (10)19 (70)19 (32)

d

15 (4

5)14

5 (2

15)

19 (6

0)

cff521 (6

16)

27 (7

)

agf517 (542)

40 (30)bc

20 (5

0)10

(8)

d2 (4

)9

(44)

0 (2

0)

abf 17 (41)

24 (88)689 (628)

d0 (0)55 (68)24 (42)

bf

23 (1

4)47

(40)

723

(599

)

ae39 (5

8)49

(79)

73 (8

7)

ae

87 (105)285 (227)94 (87)

d31 (42)217 (225)

4 (10)

ae

9 (6

)10

6 (9

4)15

4 (1

38)

d

34 (32)96 (119)0 (0)

d15 (31)48 (161)

6 (0)

d8

(34)

0 (8

)5

(33)

b442 (385)6 (8)

e366 (398)78 (52)

g

24 (3

4)12

(41)

acce55 (1

17)

1,06

6 (1

,281

)72

(126

)

abf 61 (109)

116 (183)364 (374)

abf

148 (214)161 (133)

36 (51)

acce

37 (9

5)1,

012

(1,5

01)

324

(313

)

abf56 (1

03)

1,00

7 (1

,050

)34

0 (3

90)

bccf 466 (393)

462 (515)253 (320)

bccf

63 (121)373 (432)

46 (125)

abf

33 (1

61)

896

(1,1

25)

361

(348

)

d6 (1

0)9

(7)

14 (1

1)

d22 (21)551 (634)33 (54)

d

24 (1

5)8

(7)

50 (3

0)

accce114 (6

3)1,

222

(1,3

18)

55 (2

40)

cf

56 (13)59 (27)17 (74)

abf114 (253)45 (26)

164 (151)

accccf

60 (1

50)

1,25

3 (1

,479

)11

2 (1

0)

d30 (7

)7

(7)

30 (3

2)

be6 (0)1,028 (1,294)

66 (49)

bf

120

(40)

8 (2

0)12

3 (5

6)

accf75 (1

25)

922

(888

)32

5 (2

46)

abcf 165 (352)

530 (668)156 (259)

aace

159 (223)775 (575)

43 (78)

accf

88 (9

8)57

0 (9

54)

185

(225

)

c294 (4

55)

g6 (5)2 (0)

cc44

4 (4

63)

accf276

(402

)86

7 (9

32)

22 (1

4)

acf 16 (27)

12 (24)11 (13)

abf

497 (381)39 (12)

218 (167)

ace

84 (2

18)

643

(1,0

51)

10 (5

)

aace 148

(116

)38

0 (4

97)

75 (8

9)

d0 (0)164 (212)

67 (115)

af42 (4

7)26

(12)

accf

27 (3

1)27

7 (3

39)

490

(337

)

d53 (5

4)18

(40)

6 (1

0)

be 21 (35)1,165 (1,247)22 (5)

be8 (7)534 (560)

35 (52)

5. 7th St & 16th St1. 4th St & King St

28. S B St & 1st Ave 30. S B St & 9th Ave

6. 16th St & Owens St

41. Maple St & Main St

8. 22nd St & Indiana St2. 4th St & Townsend St.

13. Scott St & Herman St

3. Mission Bay Dr & 7th St

23. Carolan Ave & North Ln22. California Dr & North Ln

4. Mission Bay Dr & Berry St

19. Carolan Ave & Broadway

29. 9th Ave & S Railroad Ave

27. Railroad Ave and 1st Ave

9. Tunnel Ave & Blanken Ave

17. Millbrae Ave & Rollins Rd 18. California Dr & Broadway

24. Anita Rd & Peninsula Ave

10. Linden & Herman & Dollar

35. 31st Ave & El Camino Real

7. 22nd St & Pennsylvania Ave

14. Scott St & Montgomery Ave

33. S Delaware St & E 25th Ave

38. Peninsula Ave & Arundel Rd37. E Hillsdale Blvd & Curtiss St

15. San Mateo & San Bruno Ave

34. E 25th Ave & El Camino Real31. Transit Center Way & 1st Ave

11. E Grand Ave & Dubuque Way

40. El Camino Real & San Carlos

25. Woodside Way & Villa Terrace21. Carolan Ave & Oak Grove Ave

39. El Camino Real & Ralston Ave

20. California Dr & Oak Grove Ave

16. El Camino Real & Millbrae Ave

26. N San Mateo Dr & Villa Terrace

12. S Linden Ave & San Mateo Ave

32. Concar Dr & SR 92 WB Ramps 36.Hillsdale Blvd & El Camino Real

S B

St

Mai

n S

t

Cur

tiss

St

Car

olan

Av e

Cal

iforn

ia D

r

Townsend St

S D

elaw

are

St

S R

ailro

ad A

ve

El C

amin

o R

eal

Tran

sit C

ente

r Wy

SR

92

WB

Ram

ps

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

1st Ave

9th Ave

Broadway

1st Ave

7th

St

7th

St

King St

Ber

ry S

t

Ani

ta R

dO

wen

s S

t

Indi

ana

St

Dol

lar A

ve

Rol

lins

Rd

Her

man

St

Tunn

el A

ve

Aru

ndel

Rd

Cal

iforn

ia D

rR

ailro

ad A

ve

Dub

uque

Way

Woo

dsid

e W

ay

San

Mat

eo A

ve

N S

an M

ateo

Dr

Mon

tgom

ery

Ave

Pen

nsyl

vani

a A

ve

S B

St

El C

amin

o R

eal

Cal

iforn

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r

Car

olan

Av e

Car

olan

Ave

Driv

eway

Driv

eway

S L

inde

n A

ve

4th

St

4th

St

16th St16th St

1st Ave

22nd St22nd St

Scott StScott St

31st Ave

North Ln

Maple St

Driveway

Concar Dr E 25th Ave E 25th Ave

Linden Ave

Ralston Ave

Millbrae AveMillbrae Ave

Villa TerraceVilla Terrace

Blanken Ave

E Grand Ave

Peninsula Ave

Peninsula Ave

San Bruno Ave

Mission Bay Dr

Oak Grove AveOak Grove Ave

San Carlos AveE Hillsdale Blvd

E Hillsdale Blvd9th Ave

Broadway

North Ln Driveway

Mission Bay Dr

San Mateo Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - Existing ConditionsDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\Ex_Conditions_A.mxdDate: January, 2014

Turn Lanea

Peak HourTraffic Volume

AM (PM)

Attachment Figure 1.A

d50 (8

)18

2 (2

78)

0 (0

)

d

0 (0)0 (0)0 (0)

d21 (49)0 (0)

59 (16)

d69

(62)

252

(278

)0

(0)

accf8 (15

)99

2 (1

,140

)10

0 (7

3)

ae

36 (97)94 (190)29 (105)

bf4 (11)214 (100)280 (190)

accf

150

(160

)1,

054

(1,2

40)

76 (9

2)

ae134

(94)

97 (1

16)

36 (2

0)

be

12 (49)139 (413)23 (20)

be78 (95)497 (193)

41 (30)

acf

18 (7

5)10

0 (1

44)

10 (4

0)

d15 (5

4)12

(28)

19 (2

1)

bf

21 (39)134 (326)42 (94)

d27 (35)316 (180)

47 (50)

d

10 (1

2)17

(23)

56 (5

9)

aace60 (9

5)82

8 (8

80)

297

(199

)

aaccf 204 (316)

287 (323)284 (304)

be100 (121)438 (222)

48 (54)

accf

55 (4

8)77

8 (1

,234

)44

0 (2

58)

acf44 (5

8)23

2 (3

59)

22 (4

1)

be57 (87)264 (247)

43 (50)

acf

40 (5

0)38

2 (3

90)

28 (2

8)

bf38 (6

0)80

(79)

43 (2

7)

be

46 (98)124 (374)7 (9)

bf30 (95)282 (140)

79 (25)

d

35 (2

5)52

(66)

12 (1

07)

acce170

(72)

1,68

3 (1

,075

)64

(36)

acf 62 (63)

127 (105)77 (37)

ae110 (125)74 (89)

118 (61)

acce

72 (1

66)

789

(1,7

70)

28 (7

0)

d48 (0

)66

(14)

10 (7

)

ae

15 (18)427 (720)210 (185)

d3 (10)690 (538)

101 (34)

bf13

(28)

5 (1

3)19

4 (1

22)

accf105

(78)

1,17

2 (1

,314

)93

(119

)

ae

45 (76)107 (109)63 (116)

acf144 (85)94 (55)

173 (95)

accf

175

(128

)1,

158

(1,4

09)

60 (3

8)

accc 1,81

7 (1

,144

)61

(29)

g 68 (98)69 (9)

cce

821

(1,9

08)

60 (4

7)

ac 599 (881)57 (77)

e808 (593)86 (74)

af

53 (4

2)63

(50)

accf462 (2

42)

1,35

5 (1

,000

)63

(38)

ae

11 (25)187 (161)66 (80)

abf258 (315)147 (112)85 (100)

accf

67 (1

07)

735

(1,5

46)

34 (3

7)

d30 (5

0)9

(3)

20 (1

7)

ae

7 (89)559 (788)85 (113)

ae45 (46)676 (471)150 (126)

bf

67 (1

20)

5 (1

9)83

(105

)

accf67 (9

0)1,

337

(986

)10

2 (1

04)

acf 39 (85)

198 (181)109 (98)

acf60 (118)176 (216)

48 (130)

accf

87 (1

09)

737

(1,4

87)

73 (9

9)

d79 (5

1)17

4 (1

34)

162

(58)

ae

16 (39)589 (565)18 (32)

ae32 (57)772 (704)105 (116)

ae

168

(199

)63

(140

)27

(44)

accf21 (4

8)1,

333

(996

8)19

0 (1

62)

be14 (37)326 (237)

73 (105)

accf

81 (1

49)

664

(1,3

86)

426

(626

)

d78 (1

06)

22 (4

)4

(4)

d 7 (12)14 (15)0 (0)

d75 (100)15 (20)17 (23)

d

60 (6

0)15

(13)

1 (0

)

d33 (4

7)4

(4)

5 (3

)

be

30 (29)776 (698)3 (18)

be20 (13)677 (812)203 (312)

d

17 (2

5)3

(7)

3 (7

2)

ccf87 (9

7)1,

407

(1,1

17)

ae

26 (50)64 (61)62 (70)

acf99 (170)61 (68)

68 (164)

ccf

772

(1,4

75)

46 (7

5)

b 19 (19)9 (6)

f

482 (527) g49

1 (7

05)

14 (1

5)

acccf442

(232

)1,

329

(967

)45

8 (4

06)

f 510 (724)

aaf274 (531)225 (228)

acccf

138

(142

)56

4 (1

,283

)24

(121

)

accf193

(120

)62

0 (1

,290

)5

(21)

d 5 (18)49 (108)95 (108)

ace

231

(154

)1,

267

(783

)20

(49)

accf139

(135

)67

0 (1

,266

)53

(67)

be

83 (79)214 (233)120 (74)

be163 (120)172 (195)

95 (70)

be215

(155

)28

(65)

11 (1

4)

b 535 (409)11 (27) f5 (2

0)

cf 85 (87)380 (347)

e400 (364)4 (18)

g

9 (2

)30

(21)

e21 (4

0)53

(168

)

g4 (10)0 (9)

ac

11 (3

)24

(19)

accf70 (9

6)77

5 (1

,260

)73

(104

)

be

101 (107)274 (401)70 (54)

be120 (89)423 (381)127 (202)

aabe

223

(184

)1,

365

(1,0

84)

43 (7

7)

accf

113 (128)713 (1,249)

97 (92)

ace69 (4

6)24

6 (4

84)

51 (1

44)

abe

178

(91)

489

(309

)92

(122

)accf

130 (157)1,349 (941)248 (124)

ace18

3 (2

93)

404

(1,3

15)

60 (1

57)

aacce

212 (94)267 (186)71 (59)

aacce

193 (225)134 (314)

35 (86)

ace

72 (3

6)1,

036

(388

)31

(31)

ae7 (6

3)19

7 (2

39)

134

(202

)

d

39 (59)159 (186)36 (22)

d49 (62)142 (191)

8 (32)

ae

16 (3

4)17

1 (2

48)

33 (3

7)

b270 (167)48 (69)

e28 (34)7 (17)

af19

(46)

64 (1

40)

ace57 (5

4)20

2 (4

85)

116

(144

)

ace 111 (180)

281 (393)100 (178)

ace49 (53)367 (293)

25 (39)

ace

51 (5

1)30

5 (3

47)

129

(85)

ccf

149 (189)817 (1,361)

a

a

118 (101)

ccf174 (8

3)13

3 (2

48)

38 (4

1)

abe

193

(138

)24

7 (2

14)

89 (1

43)

accf

128 (192)1,363 (1,078)148 (77) bf52 (

44)

16 (1

6)65

(71)

acf 111 (69)

495 (339)39 (73)

ae43 (36)191 (471)

24 (68)

d

15 (2

4)13

(14)

8 (1

7)

aaccccf 159

(336

)1,

256

(3,8

06)

82 (6

03)

aacf 295 (77)

222 (297)182 (342)

aaccf

404 (252)307 (553)217 (362)

accccf

152

(132

)4,

449

(1,6

74)

103

(342

)

ace15 (9)

1,003 (647)230 (105)

ce452 (1,015)47 (76)

bf

63 (9

4)0

(0)

76 (9

8)

aaccce395

(45)

1,27

6 (3

,068

)21

0 (3

87)

aace 101 (189)

155 (892)70 (599)

aaccce

248

(84)

4,37

7 (1

,674

)52

3 (2

45)

acce99 (15

6)38

4 (1

,121

)56

(66)

ae

38 (23)14 (8)46 (65)

acf8 (54)2 (2)

21 (116)

acce

198

(167

)1,

037

(659

)51

(18)

be7 (1

6)20

3 (6

82)

28 (4

8)

b 122 (109)72 (106)

e76 (70)104 (96)

ae38 (5

4)0

(7)

54 (1

66)

ace 159 (51)

570 (558)5 (10)

ae30

(20)

11 (2

)11

(7)

bf

64 (91)108 (359)19 (46)

aacf 60 (80)

230 (256)461 (427)

ace

112

(66)

1,39

5 (1

,138

)59

(76)

cf451 (587)215 (396)

aaccf

110 (276)145 (534)

151 (1,078)

d0 (2

)0

(1)

0 (0

)

ace29 (50)410 (486)

8 (36)

bcf55 (124)140 (167)

98 (256)

74. Castro St & Villa St

42. Main St & Beech St

66. Alma St & Churchill Ave

82. Lick Ave & W. Alma Ave

65. High St & University Ave62. Alma St & Palo Alto Ave

72. W Evelyn Ave & Hope St

63. Meadow Drive & Alma St

48. Arguello St & Marshall St

68. Alma St & Charleston Rd

44. Broadway & California Dr

64. El Camino Real & Alma St

77. Kifer Rd & Lawrence Expy

67. W Meadow Dr & Park Blvd

46. Arguello St & Brewster Ave43.Main St & Middlefield Road

58. Merrill St & Santa Cruz Ave

76. W Evelyn Ave & Frances St

59. Ravenswood Ave & Alma St

75. W Evelyn Ave & S Mary Ave

47. El Camino Real & Broadway

80. W Santa Clara St & Cahill St

55. El Camino Real & Glenwood

78. Monroe St & Lawrence Expy

69. Showers Dr & Pacchetti Way

61. Ravenswood Ave & Laurel St

56. El Camino Real & Oak Grove53. Watkins Ave & Middlefield Rd

49. El Camino Real & James Ave

81. Montgomery & San Fernando

57. El Camino Real & Santa Cruz

73. Rengstorff Ave & California St71. Central Expy & Moffett/Castro

52. Fair Oaks Ln & Middlefield Rd

70. Central Expy & Rengstorff Ave

51. El Camino Real & Watkins Ave

45. El Camino Real & Whipple Ave

79. El Camino Real & Railroad Ave

50. El Camino Real & Fair Oaks Ln

60. El Camino Real & Ravenswood

54. Glenwood Ave & Middlefield Rd

Hig

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Palo Alto Ave

Middlefield Rd

Santa Clara St

Alm

a S

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Hop

e S

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Laur

el S

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Par

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Fran

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Villa St

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Kifer Rd

Beech St Broadway Broadway

Monroe St

James AveMarshall St

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Whipple Ave Fair Oaks Ln

Ravenswood

RavenswoodRavenswood Churchill Ave

Brewster Ave

W Evelyn Ave W Evelyn Ave

University Ave W Meadow Dr

San Fernando

Middlefield Rd

Pacchetti Way

Charleston Rd

Glenwood AveR

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Rengstorff Ave

Middlefield Rd. Oak Grove Ave Santa Cruz Ave Santa Cruz Ave

Middlefield Rd

Watkins Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - Existing ConditionsDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\Ex_Conditions_B.mxdDate: January, 2014

Turn Lanea


AM (PM)

Attachment Figure 1.B

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1st Ave

9th Ave

Broadway

1st Ave

7th

St

7th

St

King St

Ber

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Ani

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s S

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St

16th St16th St

1st Ave

22nd St22nd St

Scott StScott St

31st Ave

North Ln

Maple St

Driveway


Linden Ave

Ralston Ave



Blanken Ave

E Grand Ave

Peninsula Ave

Peninsula Ave

San Bruno Ave

Mission Bay Dr



E Hillsdale Blvd9th Ave

Broadway

North Ln Driveway

Mission Bay Dr

San Mateo Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2020 No Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2020_NP_A.mxdDate: January, 2014

Turn Lanea


AM (PM)


4th

St

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260

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acce100 (1

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acf10 (60)10 (10)

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Hig

h S

t

Mai

n S

t

Alm

a S

t

Lick

Ave

Cah

ill S

t

Mer

rill S

t

Cas

tro S

t

Law

renc

e E

xpy

El C

amin

o R

eal

El C

amin

o R

eal

Alm

a S

tE

l Cam

ino

Rea

l

Alm

a S

t

Railroad Ave

W Evelyn Ave

Palo Alto Ave

Middlefield Rd

Santa Clara St

Alm

a S

t

Hop

e S

t

Laur

el S

t

Par

k B

lvd

Fran

ces

St

Arg

uello

St

Arg

uello

St

S M

ary

Ave

Sho

wer

s D

r

Wat

kins

Ave

Cal

iforn

ia S

t

Cal

iforn

ia D

r


lenw

ood

Ave

Fair

Oak

s La

ne

El C

amin

o R

eal

S M

ontg

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y S

t

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

Mai

n S

t

El C

amin

o R

eal

Law

renc

e E

xpy

El C

amin

o R

eal

Alm

a S

t

El C

amin

o R

eal

El C

amin

o R

eal

Driv

eway

Villa St

Alma St

Kifer Rd


Monroe St


Meadow DrM

offe

tt B

lvd

W Alma Ave


Ravenswood


Brewster Ave



San Fernando

Middlefield Rd

Pacchetti Way

Charleston Rd

Glenwood AveR

engs

torff

Ave

Rengstorff Ave


Middlefield Rd

Watkins Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2020 No Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2020_NP_B.mxdDate: January, 2014

Turn Lanea


AM (PM)


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10 (10)20 (50)70 (70)

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110 (80)90 (170)

60 (30)10 (20)60 (170)

20 (30)990 (990)30 (20)

50 (80)520 (1,610)

210 (340)220 (310)

100 (160)190 (220)

120 (90)340 (660)

10 (10)90 (170)10 (20)

70 (120)80 (240)20 (10)

170 (300)220 (450)80 (110)

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S B

St

Mai

n S

t

Cur

tiss

St

Car

olan

Ave

Cal

iforn

ia D

r

Townsend St

S D

elaw

are

St

S R

ailro

ad A

ve

El C

amin

o R

eal

Tran

sit C

ente

r Wy

SR

92

WB

Ram

ps

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

1st Ave9th Ave

Broadway7t

h S

t

7th

St

King St

Ber

ry S

t

Ani

ta R

dO

wen

s S

t

Indi

ana

St

Dol

lar A

ve

Rol

lins

Rd

Her

man

St

Tunn

el A

ve

Aru

ndel

Rd

Cal

iforn

ia D

rR

ailro

ad A

ve

Dub

uque

Way

Woo

dsid

e W

ay

San

Mat

eo A

ve

N S

an M

ateo

Dr

Mon

tgom

ery

Ave

Pen

nsyl

vani

a A

ve

S B

St

El C

amin

o R

eal

Cal

iforn

ia D

r

Car

olan

Ave

Car

olan

Ave

Driv

eway

Driv

eway

Lind

en A

ve

4th

St

4th

St

16th St16th St

1st Ave

1st Ave

22nd St22nd St

Scott StScott St

31st Ave

North Ln

Maple St

Driveway


Linden Ave

Ralston Ave



Blanken Ave

E Grand Ave

Peninsula Ave

Peninsula Ave

San Bruno Ave

Mission Bay Dr



E Hillsdale Blvd

Broadway

9th Ave

North Ln Driveway

Mission Bay Dr

San Mateo Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2020 Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2020_PP_A.mxdDate: January, 2014

Turn Lanea


AM (PM)


d160

(10)

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(360

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d30 (60)0 (0)

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accf300 (1

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0)40

(50)

10 (2

0)

aaccccf 180

(370

)1,

480

(4,1

80)

100

(670

)

aacf 310 (100)

240 (350)200 (400)

aaccf

430 (300)340 (650)240 (420)

accccf

170

(150

)4,

730

(2,0

40)

110

(400

)

ace20 (10)

1,210 (780)380 (200)

ce530 (1,110)110 (150)

bf

100

(130

)10

(10)

140

(180

)

aaccce400

(50)

1,44

0 (3

,460

)23

0 (4

70)

aace 160 (240)

200 (930)80 (640)

aaccce

260

(110

)4,

650

(2,0

40)

560

(290

)

acce100 (1

80)

400

(1,3

10)

80 (1

10)

ae

60 (40)30 (10)70 (100)

acf10 (60)10 (10)

30 (140)

acce

210

(190

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090

(770

)80

(30)

be10 (3

0)57

0 (1

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(100

)

b 360 (370)310 (120)

e140 (240)180 (250)

ae60 (1

70)

10 (7

0)90

(610

)

ace 550 (80)

640 (670)60 (20)

ae40

(30)

70 (1

0)20

(50)

bf

70 (100)110 (580)20 (50)

aacf 100 (180)

270 (310)550 (630)

ace

130

(70)

1,42

0 (1

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(80)

cf590 (660)320 (440)

aaccf

120 (280)150 (590)

240 (1,120)

d10 (1

0)10

(10)

10 (1

0)

ace100 (80)460 (650)

20 (40)

bcf60 (180)150 (260)100 (260)






































Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2020 Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2020_PP_B.mxdDate: January, 2014

Turn Lanea


AM (PM)


Villa St

Alma St

Kifer Rd


Monroe St


Meadow DrM

offe

tt B

lvd

W Alma Ave


Ravenswood


Brewster Ave



San Fernando

Middlefield Rd

Pacchetti Way

Charleston Rd

Glenwood AveR

engs

torff

Ave

Rengstorff Ave


Middlefield Rd

Railroad Ave

W Evelyn Ave

Palo Alto Ave

Middlefield Rd

Santa Clara St

Watkins Ave

Alm

a S

t

Hop

e S

t

Laur

el S

t

Par

k B

lvd

Fran

ces

St

Arg

uello

St

Arg

uello

St

S M

ary

Ave

Sho

wer

s D

r

Wat

kins

Ave

Cal

iforn

ia S

t

Cal

iforn

ia D

r

Central ExpyG

lenw

ood

Ave

Fair

Oak

s La

ne

El C

amin

o R

eal

S M

ontg

omer

y S

t

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

Mai

n S

t

El C

amin

o R

eal

Law

renc

e E

xpy

El C

amin

o R

eal

Alm

a S

t

El C

amin

o R

eal

El C

amin

o R

eal

Hig

h S

t

Mai

n S

t

Alm

a S

t

Lick

Ave

Cah

ill S

t

Mer

rill S

t

Cas

tro S

t

Law

renc

e E

xpy

El C

amin

o R

eal

El C

amin

o R

eal

Alm

a S

tE

l Cam

ino

Rea

l

Alm

a S

t

Central Expy

dbeacce

d

d

d

dcf

bcfac

d

d

daafaff

ace

d

d

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d

d

aef

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d

ff dae

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af d

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acc

cce

d

bcf

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e

d

acf

accc

d

d

10 (1

0)81

0 (1

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(80)

10 (2

0)70

(90)

50 (7

0)

70 (3

0)21

0 (2

40)

20 (1

0)

280

(160

)39

0 (3

50)

110

(50)

60 (5

0)17

0 (2

40)

60 (6

0)

20 (4

0)10

(10)

20 (2

0)

120

(100

)0

(0)

110

(60)

10 (2

0)60

(70)

40 (5

0)

30 (3

0)16

0 (2

20)

260

(150

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0 (3

60)

10 (1

0)20

0 (1

30)

240

(140

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20 (2

0)10

(10)

10 (1

0)

10 (1

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0 (9

0)90

(100

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40 (8

0)10

0 (1

40)

130

(40)

0 (0

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(0)

10 (1

0)

140

(130

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20 (1

0)80

(200

)30

(20)

10 (5

0)20

(20)

10 (1

0)

10 (1

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0 (3

40)

40 (1

20)

80 (9

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0 (6

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300

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0 (3

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140

(150

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270

(220

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0 (1

30)

10 (1

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0 (2

00)

60 (6

0)

110

(210

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(100

)

100 (160)1,800 (1,430)

10 (20)

10 (10)40 (20)10 (10)

250 (120)570 (550)

40 (40)650 (240)

60 (20)240 (170)

40 (30)

20 (10)80 (70)20 (10)

0 (0)0 (0)0 (0)

20 (10)240 (60)

190 (130)

10 (10)20 (50)70 (70)

50 (80)580 (530)

120 (80)130 (200)

90 (30)10 (30)90 (210)

30 (20)860 (1,000)40 (30)

40 (90)520 (1,660)

220 (310)175 (280)

160 (220)240 (220)

120 (90)680 (1,050)

10 (10)150 (210)10 (20)

110 (120)270 (240)20 (10)

170 (360)500 (750)120 (150)

10 (10)70 (190)10 (10)

15 (10)305 (300)100 (60)

70 (90)30 (40)

20 (20)30 (30)70 (100)

acce10 (10)

740 (1,150)280 (390)

acce10 (10)1,180 (920)

350 (110)

bf

230

(160

)10

(10)

570

(520

)

aae30 (4

0)35

0 (5

30)

600

(410

)

acf 360 (420)

280 (530)330 (360)

ace10 (20)380 (290)

200 (50)

aacce40 (7

0)1,

340

(1,7

00)

750

(640

)

aaaccf 500 (830)

230 (750)520 (650)

ace60 (140)810 (490)

100 (70)acccf

50 (4

0)1,

220

(1,1

70)

630

(750

)

aacf120 (2

90)

60 (2

30)

310

(490

)

aacccf

470 (390)1,000 (1,540)600 (420)

acccf490 (200)

1,310 (1,380)390 (300)

aacf

130

(400

)26

0 (1

00)

280

(700

)

d90 (1

90)

110

(120

)12

0 (1

30)

ace200 (90)

560 (560)300 (140)

be50 (120)370 (530)

10 (30)bf

50 (5

0)28

0 (1

20)

160

(200

)

accf70 (1

00)

660

(790

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0 (1

50)

ae

185 (210)300 (180)165 (220)

ae60 (30)310 (290)

250 (80)

accf

30 (1

10)

650

(770

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0 (2

50)

acc930 (9

50)

200

(160

)

af 180 (190)80 (50)

ce

1,01

0 (9

50)

300

(110

)

g30 (2

0)40

(20)

e 70 (10)590 (730)

bc60 (20)600 (670)

bf430 (3

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110

(140

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(140

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d

140 (70)130 (210)30 (90)

ae410 (400)140 (140)310 (150)

d90

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180

(130

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(50)

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(110

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0 (2

40)

10 (1

0)

ae330 (90)20 (10)

150 (170)

ae

120

(130

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0 (1

70)

20 (1

0)

d 20 (20)20 (30)10 (10)

d50 (30)30 (30)10 (20)

d

10 (1

0)30

(20)

10 (1

0)

e 10 (10)260 (310)

b20 (10)100 (380)

d

10 (3

0)10

(20)

10 (1

0)

be20 (2

0)55

0 (5

40)

20 (2

0)

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20 (40)30 (20)40 (40)

d10 (10)30 (10)20 (20)

be

20 (1

0)47

0 (6

10)

40 (5

0)

d10 (5

0)43

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80)

30 (7

0)

d

90 (100)120 (180)20 (70)

d10 (20)90 (260)40 (70)

d

30 (1

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250

(540

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(70)

cff730

(860

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(10)

agf

720 (760)60 (40)

bc

30 (7

0)20

(10)

d10 (1

0)10

(60)

10 (3

0)

abf 20 (60)

30 (90)1,020 (700)

d10 (10)70 (70)50 (60)

bf

270

(320

)70

(50)

790

(690

)

ae50 (1

00)

80 (1

90)

80 (1

00)

ae

100 (110)420 (360)110 (160)

d40 (50)460 (450)

10 (20)

ae

10 (1

0)12

0 (2

40)

160

(170

)

d

60 (70)210 (270)0 (0)

d20 (70)110 (320)

10 (10)

d20

(80)

10 (2

0)10

(70)

b600 (580)10 (10)

e580 (640)120 (80)

g

30 (5

0)20

(70)

acce60 (2

60)

1,56

0 (1

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)13

0 (2

50)

abf 70 (310)

120 (190)880 (500)

abf

150 (220)170 (210)

40 (100)

acce

70 (1

10)

1,69

0 (2

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0 (3

40)

abf260 (2

50)

1,17

0 (1

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0 (7

50)

bccf 670 (630)

840 (980)380 (520)

bccf

70 (70)790 (970)130 (130)

abf

40

(170

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340

(1,5

40)

860

(350

)

d10 (2

0)10

(10)

20 (2

0)

d30 (30)620 (700)40 (60)

d

30 (2

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(10)

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accce120 (1

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2,04

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90 (20)90 (40)30 (100)

abf320 (260)70 (40)

260 (160)

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(10)

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0)19

0 (1

10)

accf120 (1

50)

1,05

0 (1

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0 (4

50)

abcf 190 (370)

600 (890)160 (290)

aace

210 (280)780 (900)

140 (80)

accf

110

(100

)94

0 (1

,190

)20

0 (2

30)

c310 (5

80)

g10 (20)10 (10)

cc46

0 (4

70)

accf360

(410

)87

0 (1

,240

)20

(60)

acf 40 (30)

40 (20)40 (20)

abf

500 (390)40 (100)

240 (180)

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90 (2

30)

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10 (2

0)

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d0 (0)300 (280)120 (150)

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0)40

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0)30

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560

(340

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be10 (10)590 (620)

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S B

St

Mai

n S

t

Cur

tiss

St

Car

olan

Ave

Cal

iforn

ia D

r

Townsend St

S D

elaw

are

St

S R

ailro

ad A

ve

El C

amin

o R

eal

Tran

sit C

ente

r Wy

SR

92

WB

Ram

ps

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

1st Ave9th Ave

Broadway7t

h S

t

7th

St

King St

Ber

ry S

t

Ani

ta R

dO

wen

s S

t

Indi

ana

St

Dol

lar A

ve

Rol

lins

Rd

Her

man

St

Tunn

el A

ve

Aru

ndel

Rd

Cal

iforn

ia D

rR

ailro

ad A

ve

Dub

uque

Way

Woo

dsid

e W

ay

San

Mat

eo A

ve

N S

an M

ateo

Dr

Mon

tgom

ery

Ave

Pen

nsyl

vani

a A

ve

S B

St

El C

amin

o R

eal

Cal

iforn

ia D

r

Car

olan

Ave

Car

olan

Ave

Driv

eway

Driv

eway

Lind

en A

ve

4th

St

4th

St

16th St16th St

1st Ave

1st Ave

22nd St22nd St

Scott StScott St

31st Ave

North Ln

Maple St

Driveway


Linden Ave

Ralston Ave



Blanken Ave

E Grand Ave

Peninsula Ave

Peninsula Ave

San Bruno Ave

Mission Bay Dr



E Hillsdale Blvd

Broadway

9th Ave

North Ln Driveway

Mission Bay Dr

San Mateo Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2040 No Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2040_NP_A.mxdDate: January, 2014

Turn Lanea


AM (PM)


d100

(10)

360

(390

)0

(0)

d

0 (0)0 (0)0 (0)

d40 (90)0 (0)

120 (30)

d14

0 (1

10)

420

(280

)0

(0)

accf10 (2

0)1,

050

(1,2

40)

230

(490

)

ae

400 (230)570 (750)30 (120)

bf10 (20)900 (730)290 (300)

accf

170

(270

)1,

140

(1,2

50)

80 (1

20)

ae150

(140

)39

0 (4

60)

40 (3

0)

be

20 (50)140 (470)120 (50)

be90 (160)500 (200)

150 (40)

acf

90 (1

20)

300

(650

)90

(100

)

d20 (6

0)50

(110

)90

(120

)

bf

120 (200)940 (990)160 (360)

d30 (40)1,000 (1,110)

180 (190)

d

40 (5

0)60

(90)

190

(220

)

aace100 (1

00)

1,11

0 (1

,290

)30

0 (4

70)

aaccf 290 (320)

290 (480)290 (410)

be150 (170)460 (290)

70 (100)

accf

70 (8

0)1,

060

(1,3

90)

580

(260

)

acf50 (6

0)24

0 (4

00)

30 (1

30)

be60 (90)750 (1,020)

50 (130)

acf

50 (6

0)40

0 (4

00)

30 (3

0)

bf200

(200

)30

0 (2

60)

160

(90)

be

170 (330)750 (1,270)30 (30)

bf110 (320)870 (980)300 (150)

d

270

(80)

200

(220

)50

(360

)

acce180

(80)

1,81

0 (1

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)16

0 (4

0)

acf 70 (90)

130 (110)100 (40)

ae120 (140)140 (110)180 (150)

acce

140

(310

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(1,9

10)

30 (8

0)

d60 (1

0)80

(20)

20 (1

0)

ae

20 (20)590 (1,060)220 (190)

d10 (20)740 (700)250 (140)

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(30)

10 (2

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0 (1

30)

accf110

(80)

1,15

0 (1

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0 (1

20)

ae

50 (120)270 (440)70 (120)

acf140 (90)90 (60)

170 (100)

accf

170

(130

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200

(1,4

30)

90 (4

0)

accc 2,02

0 (1

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(50)

g 80 (190)120 (100)

cce

1,68

0 (2

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(70)

ac 770 (1,200)60 (170)

e900 (670)100 (170)

af

60 (7

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0 (1

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accf470 (3

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1,50

0 (1

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0 (3

10)

ae

20 (120)190 (250)90 (90)

abf260 (330)150 (160)100 (120)

accf

70 (1

20)

930

(1,6

80)

40 (4

0)

d40 (6

0)30

(10)

30 (2

0)

ae

10 (100)720 (1,110)240 (120)

ae60 (50)850 (650)190 (130)

bf

70 (2

00)

10 (6

0)90

(260

)

accf80 (1

00)

1,34

0 (1

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0 (2

40)

acf 170 (220)

250 (200)210 (100)

acf70 (130)150 (240)

60 (150)

accf

110

(120

)80

0 (1

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)80

(200

)

d80 (2

60)

170

(130

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0 (1

60)

ae

20 (170)780 (630)20 (40)

ae40 (200)790 (930)110 (130)

ae

170

(190

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(140

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(50)

accf30 (6

0)1,

530

(1,2

50)

200

(250

)

be20 (50)440 (310)

70 (140)

accf

110

(190

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240

(1,5

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690

(760

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d75 (1

50)

30 (2

70)

20 (1

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d 30 (40)60 (50)10 (10)

d90 (300)60 (60)

170 (30)

d

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50)

80 (2

0)21

5 (1

0)

d40 (6

0)10

(10)

10 (1

0)

be

30 (30)770 (980)10 (50)

be30 (20)680 (950)290 (320)

d

20 (1

10)

10 (1

0)10

(80)

ccf200 (1

00)

1,41

0 (1

,210

)

ae

30 (60)70 (160)110 (130)

acf100 (180)270 (240)180 (220)

ccf

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(1,5

70)

50 (1

50)

b 20 (60)210 (10)

f

570 (660) g69

0 (7

40)

20 (1

40)

acccf540

(260

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(1,6

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530

(480

)

f 710 (800)

aaf280 (790)230 (290)

acccf

140

(150

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170

(1,6

80)

40 (1

80)

accf320

(150

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0 (1

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(30)

d 10 (20)60 (150)100 (130)

ace

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(170

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(1,1

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accf210

(300

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230

(1,7

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60 (7

0)

be

90 (80)400 (300)130 (90)

be350 (220)200 (280)130 (100)

be220

(310

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b 540 (740)20 (50) f0 (2

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cf 130 (140)600 (540)

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g

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e30 (5

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g10 (20)10 (10)

ac

20 (1

0)20

(30)

accf80 (1

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1,33

0 (1

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(450

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be

250 (110)450 (880)80 (140)

be190 (150)520 (630)300 (670)

aabe

440

(350

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800

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20)

60 (8

0)

accf250 (170)1,270 (1,290)

150 (320)

ace140

(50)

540

(970

)60

(420

)

abe

430

(210

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0 (6

20)

100

(130

)

accf

140 (190)1,790 (1,340)330 (150)

ace29

0 (5

40)

490

(2,2

60)

130

(480

)

aacce

220 (170)720 (290)110 (60)

aacce

290 (490)210 (660)

50 (170)

ace

140

(50)

1,76

0 (7

60)

40 (4

0)

ae350

(200

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0 (2

40)

170

(220

)

d

90 (60)180 (300)50 (130)

d210 (430)230 (240)

10 (40)

ae

20 (4

0)22

0 (2

50)

80 (9

0)

b650 (190)50 (70)

e70 (240)20 (20)

af20

(60)

70 (1

60)

ace70 (5

70)

220

(950

)13

0 (2

90)

ace 250 (420)

520 (500)200 (420)

ace110 (80)720 (500)170 (610)

ace

430

(90)

810

(430

)30

0 (2

20)

accf150 (200)1,210 (2,350)

320 (110)

accf260 (2

70)

370

(790

)13

0 (5

0)

abe

210

(140

)47

0 (8

00)

310

(150

)

accf

130 (230)1,870 (1,650)380 (110) bf120

(50)

30 (2

0)15

0 (8

0)

acf 150 (150)

800 (410)40 (80)

ae50 (80)250 (810)

30 (80)

d

40 (3

0)20

(30)

10 (2

0)

aaccccf 210

(420

)1,

650

(4,7

00)

110

(750

)

aacf 360 (100)

320 (440)260 (510)

aaccf

490 (340)440 (820)310 (540)

accccf

220

(200

)5,

370

(2,2

60)

150

(510

)

ace20 (10)

1,060 (870)490 (180)

ce910 (1,350)110 (200)

bf

380

(170

)10

(10)

110

(370

)

aaccce400

(110

)1,

500

(3,6

90)

230

(970

)

aace 700 (250)

460 (1,110)240 (800)

aaccce

610

(190

)4,

640

(2,2

30)

970

(280

)

acce160 (2

60)

610

(1,8

70)

80 (1

20)

ae

60 (40)20 (10)70 (110)

acf10 (90)10 (10)

30 (190)

acce

310

(280

)1,

640

(1,1

00)

70 (3

0)

be20 (5

0)56

0 (1

,950

)70

(140

)

b 450 (340)140 (280)

e230 (240)190 (260)

ae170 (1

20)

20 (6

0)70

(660

)

ace 680 (100)

850 (890)10 (20)

ae40

(30)

30 (1

0)20

(20)

bf

0 (0)0 (0)0 (0)

aacf 130 (80)

300 (320)550 (900)

ace

120

(80)

2,09

0 (1

,520

)60

(80)

cf510 (780)270 (510)

aaccf

160 (350)360 (730)

230 (1,380)

d10 (2

0)10

(10)

10 (2

0)

ace80 (100)730 (810)

50 (40)

bcf60 (300)150 (330)100 (270)






































Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2040 No Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2040_NP_B.mxdDate: January, 2014

Turn Lanea


AM (PM)


Alm

a S

t

Hop

e S

t

Laur

el S

t

Par

k B

lvd

Fran

ces

St

Arg

uello

St

Arg

uello

St

S M

ary

Ave

Sho

wer

s D

r

Wat

kins

Ave

Cal

iforn

ia S

t

Cal

iforn

ia D

r


lenw

ood

Ave

Fair

Oak

s La

ne

El C

amin

o R

eal

S M

ontg

omer

y S

t

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

Mai

n S

t

El C

amin

o R

eal

Law

renc

e E

xpy

El C

amin

o R

eal

Alm

a S

t

El C

amin

o R

eal

El C

amin

o R

eal

Villa St

Alma St

Kifer Rd


Monroe St


Meadow DrM

offe

tt B

lvd

W Alma Ave


Ravenswood


Brewster Ave



San Fernando

Middlefield Rd

Pacchetti Way

Charleston Rd

Glenwood AveR

engs

torff

Ave

Rengstorff Ave


Middlefield Rd

Hig

h S

t

Mai

n S

t

Alm

a S

t

Lick

Ave

Cah

ill S

t

Mer

rill S

t

Cas

tro S

t

Law

renc

e E

xpy

El C

amin

o R

eal

El C

amin

o R

eal

Alm

a S

tE

l Cam

ino

Rea

l

Alm

a S

t

Watkins Ave

Railroad Ave

W Evelyn Ave

Palo Alto Ave

Middlefield Rd

Santa Clara St

dbeacce

d

d

d

dcf

bcfac

d

d

daafaff

ace

d

d

ce a d

ac

d

d

aef

d

d

ff dae

d d

af d

ae

d

ce

acc

cce

d

bcf

ae

e

d

acf

accc

d

d

10 (1

0)1,

020

(1,3

80)

70 (8

0)

10 (2

0)70

(90)

50 (7

0)

50 (3

0)22

0 (2

40)

20 (1

0)

390

(140

)25

0 (3

40)

110

(50)

60 (5

0)17

0 (2

40)

60 (6

0)

30 (4

0)10

(10)

20 (2

0)

130

(100

)0

(0)

120

(60)

10 (2

0)60

(70)

40 (5

0)

30 (2

0)16

0 (2

20)

360

(150

)34

0 (3

60)

10 (1

0)23

0 (1

30)

270

(140

)

20 (2

0)10

(10)

10 (1

0)

10 (1

0)18

0 (9

0)10

0 (1

00)

40 (8

0)13

0 (2

00)

100

(50)

0 (0

)0

(0)

10 (1

0)

120

(130

)

20 (1

0)80

(200

)30

(20)

10 (5

0)20

(20)

10 (1

0)

10 (1

0)37

0 (3

50)

50 (1

30)

80 (9

0)53

0 (6

40)

270

(600

)46

0 (3

00)

130

(120

)

300

(220

)17

0 (1

30)

10 (1

0)19

0 (2

00)

70 (6

0)

110

(230

)60

(100

)

100 (150)1,790 (1,470)

10 (20)

10 (10)50 (20)10 (10)

250 (110)630 (560)

50 (40)670 (240)

60 (20)290 (170)

40 (30)

30 (10)120 (70)30 (10)

0 (0)0 (0)0 (0)

20 (10)300 (60)

200 (130)

10 (10)20 (50)70 (70)

40 (80)590 (540)

130 (80)120 (210)

100 (30)20 (30)100 (210)

30 (20)850 (1,020)40 (30)

50 (90)550 (1,660)

220 (310)170 (250)

100 (220)370 (220)

120 (90)570 (1,050)

10 (10)170 (210)20 (20)

120 (120)270 (240)20 (10)

170 (370)430 (730)80 (180)

10 (10)70 (190)10 (10)

10 (10)340 (300)110 (60)

90 (90)30 (40)

30 (20)40 (30)90 (100)

acce10 (10)

680 (1,190)450 (400)

acce10 (10)1,160 (920)

170 (110)

bf

210

(150

)10

(10)

570

(500

)

aae40 (4

0)54

0 (5

60)

440

(410

)

acf 300 (480)

310 (500)280 (360)

ace10 (20)400 (290)

40 (50)

aacce40 (7

0)1,

120

(1,7

30)

800

(670

)

aaaccf 530 (820)

240 (730)640 (650)

ace70 (140)700 (580)

170 (50)acccf

90 (5

0)1,

330

(1,1

30)

550

(710

)

aacf210 (3

10)

90 (2

10)

220

(460

)

aacccf

520 (390)1,040 (1,540)720 (420)

acccf330 (200)

1,410 (1,510)310 (250)

aacf

160

(350

)32

0 (1

10)

360

(740

)

d130

(190

)15

0 (1

20)

110

(130

)

ace140 (90)

570 (560)320 (140)

be320 (120)370 (530)

10 (30)bf

70 (5

0)20

0 (1

20)

160

(200

)

accf60 (9

0)82

0 (8

00)

140

(170

)

ae

300 (240)130 (160)160 (210)

ae110 (30)420 (290)

40 (80)

accf

60 (1

70)

540

(750

)26

0 (2

50)

acc210 (9

70)

210

(160

)

af 210 (190)80 (60)

ce

930

(990

)31

0 (1

20)

g30 (1

0)30

(20)

e 70 (30)590 (700)

bc50 (20)630 (660)

bf170 (2

90)

450

(140

)10

(160

)

d

130 (70)270 (210)20 (90)

ae460 (390)270 (130)

90 (190)d

150

(110

)12

0 (1

30)

40 (5

0)

bf150

(110

)21

0 (2

70)

10 (2

0)

ae340 (90)20 (10)

160 (180)

ae

140

(140

)24

0 (1

90)

20 (1

0)

d 20 (20)20 (30)10 (10)

d60 (30)20 (30)10 (20)

d

10 (1

0)30

(20)

10 (1

0)

e 20 (10)330 (340)

b20 (10)100 (410)

d

10 (3

0)10

(20)

10 (2

0)

be20 (2

0)56

0 (5

30)

20 (2

0)

d

20 (40)30 (20)40 (40)

d10 (10)30 (10)20 (20)

be

20 (1

0)48

0 (6

00)

40 (5

0)

d10 (5

0)49

0 (5

00)

50 (9

0)

d

130 (100)120 (180)20 (60)

d10 (20)100 (270)

50 (70)d

40 (1

00)

340

(520

)20

(80)

cff800

(860

)40

(10)

agf

720 (760)60 (40)

bc

30 (7

0)20

(10)

d10 (1

0)10

(60)

10 (3

0)

abf 20 (50)

30 (90)1,020 (700)

d10 (10)70 (70)90 (40)

bf

190

(290

)70

(50)

800

(680

)

ae150 (9

0)12

0 (1

90)

80 (1

10)

ae

100 (140)490 (400)140 (130)

d40 (50)500 (440)

10 (20)

ae

10 (1

0)11

0 (2

70)

160

(170

)

d

90 (100)250 (270)0 (0)

d40 (80)110 (350)

20 (10)

d20

(70)

10 (2

0)10

(70)

b690 (620)10 (10)

e610 (640)130 (80)

g

40 (5

0)20

(70)

acce60 (3

60)

1,73

0 (1

,750

)90

(250

)

abf 110 (320)

120 (200)600 (480)

abf

150 (230)170 (200)

60 (150)

acce

60 (1

00)

1,57

0 (1

,990

)33

0 (3

50)

abf280 (2

40)

1,65

0 (1

,660

)36

0 (7

20)

bccf 310 (490)

710 (1,010)260 (330)

bccf

320 (270)380 (750)

50 (130)

abf

140

(170

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550

(1,4

80)

370

(350

)

d10 (2

0)10

(10)

20 (2

0)

d30 (30)620 (690)40 (60)

d

30 (2

0)10

(10)

70 (4

0)

accce120 (1

70)

2,03

0 (2

,340

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(340

)

cf

80 (20)80 (40)20 (100)

abf190 (260)60 (40)

240 (180)

accccf

80 (1

70)

1,94

0 (2

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0 (2

0)

d40 (3

0)10

(10)

40 (4

0)

be10 (10)1,310 (1,360)

130 (150)

bf

140

(80)

10 (3

0)20

0 (1

00)

accf80 (1

50)

1,04

0 (1

,250

)41

0 (4

50)

abcf 230 (370)

690 (890)170 (290)

aace

210 (280)930 (900)

60 (80)

accf

170

(100

)96

0 (1

,190

)19

0 (2

30)

c310 (5

80)

g20 (20)0 (0)

cc47

0 (4

80)

accf290

(410

)87

0 (1

,240

)30

(60)

acf 50 (30)

50 (20)50 (20)

abf

500 (390)40 (100)

220 (180)

ace

90 (2

30)

760

(1,0

60)

20 (2

0)

ce

380 (290)160 (130)

d0 (0)340 (280)140 (150)

af70 (7

0)40

(30)

accf

100

(50)

410

(450

)50

0 (3

40)

d60 (6

0)20

(50)

10 (2

0)

d0 (0

)0

(0)

0 (0

)

be 30 (40)1,390 (1,620)30 (10)

be10 (10)610 (610)

40 (60)

































S B

St

Mai

n S

t

Cur

tiss

St

Car

olan

Ave

Cal

iforn

ia D

r

Townsend St

S L

inde

n A

ve

S D

elaw

are

St

S R

ailro

ad A

ve

El C

amin

o R

eal

Tran

sit C

ente

r Wy

SR

92

WB

Ram

ps

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

1st Ave9th Ave

Broadway7t

h S

t

7th

St

King St

Ber

ry S

t

Ani

ta R

dO

wen

s S

t

Indi

ana

St

Dol

lar A

ve

Rol

lins

Rd

Her

man

St

Tunn

el A

ve

Aru

ndel

Rd

Cal

iforn

ia D

rR

ailro

ad A

ve

Dub

uque

Way

Woo

dsid

e W

ay

N S

an M

ateo

Dr

Mon

tgom

ery

Ave

San

Bru

no A

ve E

Pen

nsyl

vani

a A

ve

S B

St

El C

amin

o R

eal

Cal

iforn

ia D

r

Car

olan

Ave

Car

olan

Ave

Driv

eway

Driv

eway

4th

St

4th

St

16th St16th St

1st Ave

1st Ave

22nd St22nd St

Scott StScott St

31st Ave

North Ln

Maple St

Driveway


Linden Ave

Ralston Ave



Blanken Ave

E Grand Ave

Peninsula Ave

Peninsula Ave

Mission Bay Dr


San Mateo Ave San Mateo Ave


E Hillsdale Blvd

Broadway

9th Ave

North Ln Driveway

Mission Bay Dr

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2040 Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2040_PP_A.mxdDate: January, 2014

Turn Lanea


AM (PM)


d100

(10)

360

(400

)0

(0)

d

0 (0)0 (0)0 (0)

d40 (90)0 (0)

120 (30)

d14

0 (1

00)

430

(290

)0

(0)

accf10 (3

0)1,

190

(1,2

50)

160

(550

)

ae

450 (130)670 (890)30 (180)

bf10 (20)990 (630)320 (300)

accf

210

(220

)1,

200

(1,2

80)

110

(150

)

ae150

(210

)61

0 (4

60)

40 (3

0)

be

20 (50)140 (450)50 (60)

be140 (110)530 (200)

70 (40)

acf

60 (1

50)

370

(650

)50

(150

)

d20 (6

0)50

(110

)15

0 (1

20)

bf

140 (140)1,090 (1,090)170 (360)

d30 (40)1,040 (1,090)

190 (200)

d

40 (5

0)60

(90)

330

(230

)

aace120 (1

10)

830

(1,3

80)

540

(410

)

aaccf 210 (330)

300 (450)490 (350)

be170 (180)470 (340)

110 (80)

accf

80 (1

00)

1,21

0 (1

,320

)45

0 (2

60)

acf50 (6

0)24

0 (3

90)

130

(150

)

be80 (90)780 (990)

50 (130)

acf

50 (6

0)40

0 (4

00)

40 (4

0)

bf270

(210

)30

0 (2

60)

160

(90)

be

170 (330)880 (1,300)30 (30)

bf110 (400)1,100 (940)

310 (100)

d

250

(80)

200

(220

)50

(360

)

acce190

(80)

1,83

0 (1

,680

)14

0 (5

0)

acf 70 (80)

150 (120)80 (40)

ae120 (140)180 (100)200 (160)

acce

120

(310

)1,

620

(1,9

10)

30 (8

0)

d60 (1

0)90

(20)

20 (1

0)

ae

20 (20)630 (1,090)220 (190)

d10 (20)750 (710)260 (120)

bf20

(30)

10 (2

0)30

0 (1

30)

accf110

(80)

1,33

0 (1

,520

)10

0 (1

30)

ae

140 (80)310 (390)190 (200)

acf140 (90)110 (60)

170 (100)

accf

170

(130

)1,

240

(1,4

80)

60 (4

0)

accc 2,04

0 (1

,840

)70

(40)

g 130 (200)80 (80)

cce

1,64

0 (2

,100

)80

(80)

ac 800 (1,220)90 (160)

e870 (690)200 (160)

af

70 (8

0)28

0 (1

60)

accf0 (380

)1,

230

(1,2

20)

230

(280

)

ae

100 (110)190 (250)100 (90)

abf320 (430)210 (130)280 (120)

accf

70 (2

00)

1,04

0 (1

,550

)40

(50)

d40 (6

0)10

(40)

60 (2

0)

ae

10 (90)780 (1,190)160 (120)

ae50 (50)770 (670)330 (130)

bf

70 (1

30)

10 (5

0)22

0 (2

40)

accf80 (1

00)

1,34

0 (9

90)

190

(340

)

acf 60 (130)

240 (200)200 (180)

acf70 (130)210 (250)

60 (150)

accf

100

(120

)1,

020

(1,5

40)

80 (1

10)

d80 (1

90)

170

(130

)33

0 (1

80)

ae

180 (210)670 (610)20 (40)

ae40 (140)860 (890)110 (130)

ae

170

(190

)70

(140

)30

(50)

accf30 (6

0)1,

530

(1,2

50)

200

(250

)

be20 (50)440 (310)

70 (140)

accf

110

(190

)1,

240

(1,5

40)

690

(760

)

d90 (1

50)

30 (2

70)

20 (1

0)

d 30 (40)50 (50)10 (10)

d60 (250)60 (60)

0 (50)

d

190

(220

)10

0 (2

0)10

(10)

d40 (6

0)10

(10)

10 (1

0)

be

30 (30)770 (980)10 (50)

be30 (20)680 (950)290 (320)

d

20 (1

10)

10 (1

0)10

(80)

ccf100 (1

00)

1,50

0 (1

,220

)

ae

70 (60)70 (280)190 (80)

acf100 (180)70 (280)

270 (250)

ccf

1,03

0 (1

,530

)50

(80)

b 30 (70)90 (10)

f

600 (670) g76

0 (7

60)

20 (1

70)

acccf660

(290

)1,

440

(1,5

40)

550

(510

)

f 790 (830)

aaf280 (790)230 (260)

acccf

140

(150

)1,

290

(1,6

00)

50 (1

60)

accf310

(140

)98

0 (1

,710

)10

(30)

d 10 (20)75 (150)170 (110)

ace

310

(180

)1,

900

(1,1

00)

30 (7

0)

accf300

(320

)1,

250

(1,6

90)

60 (7

0)

be

90 (80)300 (300)140 (90)

be330 (220)190 (320)170 (100)

be300

(290

)40

(70)

20 (2

0)

b 770 (700)20 (50) f5 (5

)

cf 130 (140)610 (560)

e640 (610)10 (30)

g

10 (1

0)50

(30)

e40 (6

0)90

(250

)

g10 (30)10 (10)

ac

20 (1

0)40

(50)

accf80 (3

60)

1,38

0 (1

,270

)13

0 (2

90)

be

380 (110)440 (680)100 (330)

be310 (100)570 (690)320 (610)

aabe

630

(470

)1,

540

(1,5

10)

150

(80)

accf290 (330)1,280 (1,250)

160 (470)

ace140

(60)

740

(940

)60

(570

)

abe

460

(250

)89

0 (6

80)

100

(130

)

accf

140 (160)1,680 (1,390)460 (150)

ace

290

(590

)73

0 (2

,180

)13

0 (3

90)

aacce 490 (150)320 (280)80 (70)

aacce360 (320)280 (690)

80 (180)

ace

440

(50)

1,55

0 (5

80)

60 (5

0)

ae360

(220

)21

0 (3

20)

170

(290

)

d

100 (70)220 (330)60 (130)

d270 (580)270 (260)

10 (40)

ae

20 (4

0)19

0 (2

50)

160

(100

)

b600 (210)60 (80)

e110 (150)10 (20)

af20

(60)

80 (1

90)

ace90 (5

60)

220

(870

)13

0 (3

30)

ace 240 (290)

740 (450)200 (710)

ace210 (100)770 (640)180 (430)

ace

280

(170

)83

0 (4

60)

380

(230

)

accf170 (240)1,440 (1,370)

300 (710)

accf220 (2

60)

650

(520

)12

0 (6

70)

abe

240

(160

)64

0 (8

50)

240

(180

)

accf

150 (310)1,960 (1,630)290 (150) bf220

(190

)50

(60)

270

(310

)

acf 420 (300)

700 (390)40 (80)

ae170 (150)320 (880)

30 (70)

d

100

(30)

50 (6

0)10

(20)

aaccccf 210

(420

)1,

660

(4,7

30)

110

(750

)

aacf 360 (100)

320 (430)260 (490)

aaccf

490 (340)440 (800)310 (520)

accccf

220

(190

)5,

460

(2,2

50)

150

(490

)

ace20 (10)

1,340 (920)530 (190)

ce740 (1,380)240 (190)

bf

270

(170

)10

(10)

160

(370

)

aaccce410

(50)

1,54

0 (3

,920

)28

0 (8

10)

aace 170 (260)

840 (1,060)160 (780)

aaccce

460

(190

)5,

130

(2,2

00)

720

(300

)

acce160 (2

70)

640

(1,9

30)

80 (1

20)

ae

60 (40)20 (10)80 (120)

acf10 (90)10 (10)

30 (200)

acce

330

(290

)1,

720

(1,1

40)

70 (3

0)

be20 (5

0)60

0 (2

,080

)80

(150

)

b 490 (420)200 (270)

e240 (280)170 (270)

ae140 (3

30)

10 (8

0)70

(540

)

ace 700 (110)

930 (940)10 (20)

ae40

(50)

60 (2

0)20

(10)

bf

0 (0)0 (0)0 (0)

aacf 130 (80)

300 (320)550 (900)

ace

140

(80)

2,07

0 (1

,560

)70

(80)

cf780 (750)370 (490)

aaccf

220 (360)340 (780)

280 (1,200)

d10 (2

0)10

(10)

10 (1

0)

ace220 (100)740 (980)

20 (40)

bcf60 (280)150 (180)130 (420)






































Hig

h S

t

Mai

n S

t

Alm

a S

t

Lick

Ave

Cah

ill S

t

Mer

rill S

t

Cas

tro S

t

Law

renc

e E

xpy

El C

amin

o R

eal

El C

amin

o R

eal

Alm

a S

tE

l Cam

ino

Rea

l

Alm

a S

t

Railroad Ave

W Evelyn Ave

Palo Alto Ave

Middlefield Rd

Santa Clara St

Alm

a S

t

Hop

e S

t

Laur

el S

t

Par

k B

lvd

Fran

ces

St

Arg

uello

St

Arg

uello

St

S M

ary

Ave

Sho

wer

s D

r

Wat

kins

Ave

Cal

iforn

ia S

t

Cal

iforn

ia D

r


lenw

ood

Ave

Fair

Oak

s La

ne

El C

amin

o R

eal

S M

ontg

omer

y S

t

El C

amin

o R

eal

El C

amin

o R

eal

El C

amin

o R

eal

Mai

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El C

amin

o R

eal

Law

renc

e E

xpy

El C

amin

o R

eal

Alm

a S

t

El C

amin

o R

eal

El C

amin

o R

eal

Driv

eway

Villa St

Alma St

Kifer Rd


Monroe St


Meadow DrM

offe

tt B

lvd

W Alma Ave


Ravenswood


Brewster Ave



San Fernando

Middlefield Rd

Pacchetti Way

Charleston Rd

Glenwood AveR

engs

torff

Ave

Rengstorff Ave


Middlefield Rd

Watkins Ave

Lane Configurations, Traffic Control, and Peak Hour Traffic Volumes - 2040 Project ScenarioDocument Path: N:\Projects\_SJ13_Projects\SJ13_1440_Caltrain_Electrification\Graphics\GIS\Volume_Figures\2040_PP_B.mxdDate: January, 2014

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