san francisco dta model: working model calibration part 2: results renee alsup

32
SAN FRANCISCO COUNTY TRANSPORTATION AUTHORITY San Francisco DTA Model: Working Model Calibration Part 2: Results Renee Alsup DTA Peer Review Panel Meeting July 25 th , 2012

Upload: love

Post on 14-Feb-2016

25 views

Category:

Documents


0 download

DESCRIPTION

San Francisco DTA Model: Working Model Calibration Part 2: Results Renee Alsup. DTA Peer Review Panel Meeting July 25 th , 2012. Agenda. 9:00Background 9:30Technical Overview – Part 1 Development Process and Code Base/Network Development 10:15Break 10:30Technical Overview – Part 2 - PowerPoint PPT Presentation

TRANSCRIPT

Page 1: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

SAN FRANCISCO COUNTY TRANSPORTATION AUTHORITY

San Francisco DTA Model: Working Model Calibration

Part 2: Results

Renee Alsup

DTA Peer Review Panel MeetingJuly 25th, 2012

Page 2: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

SAN FRANCISCO COUNTY TRANSPORTATION AUTHORITY

Agenda

• 9:00 Background• 9:30 Technical Overview – Part 1

• Development Process and Code Base/Network Development

• 10:15 Break• 10:30 Technical Overview – Part 2

• Calibration and Integration Strategies

• 12:00 Working Lunch / Discussion• 2:00 Panel Caucus (closed)• 3:30 Panel report• 5:30 Adjourn

Page 3: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

3

Outline

• Summary Results• Large Outliers• Select Link Analysis• Corridor Plots• Key Findings Results from July

11 Calibration Run (pb_july11_300p_FT )

Page 4: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

Summary Results

Page 5: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

5

Link Volumes

Page 6: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

6

Movement Volumes

Page 7: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

7

Time-of-Day

Page 8: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

8

Average Movement Volumes by Facility Type

Facility TypeNumber of

Counts Observed Modeled DifferencePercent

DifferencePercent RMSE

Freeway 4 1016 931 -85 -8% 38%

Major Arterial 835 504 412 -92 -18% 61%

Minor Arterial 490 211 251 40 19% 94%

Collector 357 133 47 -85 -64% 109%

Local 150 41 19 -23 -55% 114%

Total 1,836 317 267 -50 -16% 76%

Page 9: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

9

Average Movement Volumes by Turn Type

Turn TypeNumber of

Counts Observed Modeled DifferencePercent

DifferencePercent RMSE

Through 696 675 598 -77 -11% 54%

Left Turn 524 90 57 -32 -36% 132%

Right Turn 586 110 74 -36 -33% 103%

Total 1,814 317 267 -50 -16% 76%

Page 10: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

Large Outliers

Page 11: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

11

Worst Links with Volume too Low

LinkID Label Facility TypeNum Lanes

Start Time

Count Volume

Model Volume

15034 HARRISON ST Major Art 5 17:00 2093 41613221 SUNSET BLVD Major Art 3 17:00 2514 84913221 SUNSET BLVD Major Art 3 16:00 2248 91313223 SUNSET BLVD Major Art 3 17:00 2204 90528677 GEARY BLVD Collector 1 17:00 1300 4432834 HARRISON ST Major Art 5 17:00 1443 20016180 FOLSOM ST Major Art 4 17:00 1702 46715034 HARRISON ST Major Art 5 16:00 1664 43823818 GEARY BLVD Collector 1 17:00 1505 29228677 GEARY BLVD Collector 1 16:00 1264 59

Page 12: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

12

Worst Links with Volume too High

LinkID LabelFacility Type

Num Lanes

Start Time

Count Volume

Model Volume

24936 GEARY BLVD Major Art 3 16:00 1499 266924936 GEARY BLVD Major Art 3 17:00 1575 264217742 STOCKTON ST Major Art 4 16:00 916 186622475 VAN NESS AVE Major Art 3 16:00 1027 18309011484 STOCKTON ST Major Art 3 16:00 794 158425174 GEARY BLVD Major Art 3 16:00 1629 240021090 TURK ST Major Art 2 16:00 641 140624943 GEARY BLVD Major Art 3 16:00 1799 255823909 GEARY BLVD Major Art 3 16:00 1835 255222762 GEARY BLVD Major Art 3 16:00 1473 2138

Page 13: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

13

Speed Outliers

• Broadway Tunnel- Free-flow speed is 25mph-30mph. The actual speed limit in the tunnel is 40mph.

• Geneva from Ocean to Cayuga – Modeled free-flow speed is 10 mph higher than speed limit.

Solution: Fix free-flow speeds by making sure they fall in the right area type.

Page 14: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

Select Link Analysis

Page 15: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

15

I-80 EB Select Link (1/2)

• As expected, much of the traffic comes from freeways.

• We also see a good amount of traffic taking Oak to get onto I-80 from the Western region and taking 1st St and 2nd St North of Market.

Selected Link

Page 16: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

16

I-80 EB Select Link (2/2)

• 1st and 2nd Street are heavily used by people going from CBD to get onto the freeway.

• Embarcadero is used, but less than 1st or 2nd St. • There isn’t a lot of traffic moving Eastward to get onto the freeway between

I-80 and Market. People have mostly entered the freeway by then, or they move East while they are North of Market.

Selected Link

Page 17: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

17

I-80 EB On-Ramps

• Most traffic gets to the on-ramps on 1st St, 2nd St and The Embarcadero

• Vehicles further North are more likely to take Embarcadero South to get onto I-80 than to use the local streets

Page 18: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

I-80 WB Select Link

18

Selected Link

• Much of the traffic entering on I-80 is destined for the Southern region

• Freeways take much of the traffic, but some takes Freemont to Pine or 9th St to Van Ness and Franklin

Page 19: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

19

I-80 WB On-Ramps

• Most vehicles use the first ramp at Harrison & 4th

• Because the first ramp isn’t congested very few vehicles continue on Harrison to second ramp

Select Links

Page 20: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

20

19th Ave NB

• Most of the traffic on 19th Ave is just straight through on Hwy 1

• Very little traffic from here is going East or West – Sunset Blvd and Great Hwy used for traffic going West

Page 21: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

21

19th Ave SB

• Very similar to NB traffic pattern

• Picks up some traffic in the park headed South

Page 22: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

22

Sunset Blvd NB

• Almost no traffic going to the Golden Gate Bridge

• Mostly trips from I-280 and Hwy 1 to local areas South of the park

• Need to figure out why so few people are using Sunset to go through the park

Page 23: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

23

Sunset Blvd SB

• Almost no traffic coming from Golden Gate Bridge. Mostly comes from South of the park

• Significant amount of traffic from Lincoln Way coming over from the CBD on Fell

Page 24: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

24

Golden Gate Bridge Outbound

• Origin of traffic seems evenly split between East and West regions

• Significant number of trips on Geary between Hwy 1 and Franklin/Van Ness to change which entry point to the bridge is used

Page 25: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

25

Golden Gate Bridge Inbound

• East/West split is similar to outbound

• Don’t have people using Geary to move between East and West regions here

• Very few vehicles going Southwest use any other path besides Hwy 1

Page 26: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

Corridor Plots

Page 27: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

27

Ocean: Miramar to 19th Ave

Big drop at Junipero Serra

Page 28: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

28

Townsend: 2nd St to 7th St

Big drop at Junipero Serra

Vehicles turn left at 4th St to get to I-280 entrance ramps

Page 29: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

Key Findings

Page 30: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

30

Key Findings

• The model is free from obvious gridlock• There generally appears to be less

congestion than anticipated—perhaps due to the removal of the bus-only lanes

• A number of outliers appear to be driven by specific network movements—such as freeway on-ramps

Page 31: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

31

Next Steps

• Incorporate a network coding strategy for the bus-only lanes.

• Incorporate the effect of slope into the speed-flow parameters based on additional analysis of the data collected.

• Update the time-of-day profile of the demand to better match the higher volumes observed in the 5-6 pm hour.

• Identify origins - destinations markets where SF-CHAMP is over- or under-estimating vehicle demand.

• Deal with pedestrian/bicycle friction?

Page 32: San Francisco DTA Model:  Working Model Calibration Part 2: Results Renee Alsup

Questions?