Embracing Change Smart Growth Development Proven to Reduce Site Traffic

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Transcription:

Embracing Change Smart Growth Development Proven to Reduce Site Traffic Texas A&M Transportation Institute Ed Hard Michael Martin Brian Bochner, P.E. Kevin Hooper, P.E. ITE Western District Meeting June 20, 2017 San Diego, CA 1

Project Goal & Objectives Goal To produce a validated estimation method to more accurately estimate trip generation for smart growth sites in California. Objective Model with acceptable independent variables, transparent, comprehensible, updateable. 2

Caltrans Smart Growth Definition Smart growth development characteristics Multiple interactive land uses, such as: Workplaces Restaurants Stores Residences Entertainment Surroundings conveniently walkable Served by frequent, reliable transit Served by pedestrian and bicycle facilities 3

Data Collection Sites San Diego Area Bay Area Sacramento LA Region 4

Apartment & Office Data Collection Site Examples High-rise apartments Large mid-rise apartment complex Subway station & Bus transfer center BRT station Office buildings 5

Both Mid-Rise & High-Rise Apartments 6

Smart Growth Office Buildings 7

Model Database Areas: Sacramento SF Bay Area LA Area Land Use TOTAL Apartment 39 Office 26 San Diego 8

Principal Data Collected in SGTG Studies Travel Characteristics # of persons by mode # of persons by direction Between 6:30 & 9:30 a.m. and 4 & 7 p.m. 9

Average Percentage of ITE Estimate (Actual SG Vehicle Trips/ITE Suburban Vehicle Trips) 100% 90% 80% 70% 65% % of ITE Estimate 60% 50% 40% 30% 52% 49% 52% 20% 10% 0% AM PM AM PM Apartments Office 10

Comparison of Counts to ITE Estimates Smart Growth Apartments Legend: - Phase 2 - Phase 1 - Infill 11

Comparison of Counts to ITE Estimates Smart Growth Office Legend: - Phase 2 - Phase 1 - Infill 12

Average PM Mode Share Apartment Results Weighted Average Vehicle Trip Rate AM 0.33 PM 0.33 13

Average PM Mode Share Office Results Weighted Average Vehicle Trip Rate AM 0.92 PM 0.91 14

SGTG Model Approach: Rigorous evaluation of combination of variables LASSO regression Resulting model: Vehicle Trips: Separate model for AM and PM peak hour By direction (enter and exit) Data input requirements: Dwelling units or gross floor area Intersection density Spreadsheet tool 15

SGTG Model Apartment: AM Y = (0.24 x Units) + (4610/Intersection Density) 38 PM Y = (0.24 x Units) + (3488/Intersection Density) 31 Units = total dwelling units R 2 =0.79 ITE R 2 =0.83 R 2 =0.85 ITE R 2 =0.89 Office: AM Y = (0.62 x Units (1,000s)) + (3311/Intersection Density) 10 PM Y = (0.54 x Units (1,000s)) + (4128/Intersection Density) 7 Units = total gross square feet of building floor area R 2 =0.71 ITE R 2 =0.83 R 2 =0.69 ITE R 2 =0.82 16

Primary Application Criteria for SGTG Model Site size ranges: Office 100K - 500K Gross Square Feet (GSF) Apartments 80-800 Dwelling Units (DU) Area within ½ mile almost fully developed Mix of complementary land uses within ¼ mile No special major attractor within ½ mile Substantial peak hour transit service: 10+ individual buses with stops within ¼ mile, or 5+ individual trains with station stops within ½ mile 17

California Smart Growth Trip Generation Model Application Tool January 2017 Developed by Texas A&M Transportation Institute for the California Department of Transportation * Not recommended for sites within core central business district developments. For estimating site vehicle trip generation for free-standing individual apartment and office buildings in smart growth areas. For mixed-use developments, see footnote 1. Project name Land use description Address, city, state Analyst s name, organization, date Checked by, date Analysis year Analysis period Identity Typical Weekday Site Peak Hour between 7 and 9 AM & between 4 and 6 PM No Estimator Spreadsheet Input and Output Page Additional comments Size Qualifiers Qualifiers & Model Inputs ITE land use code (enter either 220, 221, or 223 for Apartment OR 710 for Office) 2 Apartment - Dwelling Units (enter number between 80-800) Office - Gross Square Feet in 1,000s (enter number between 100-500) Adequate parking (on-site or conveniently walkable) to meet demand (See User Guide, /No) 3 Walkable surroundings on and off site (See User Guide, /No) Transit stop(s) within ¼ mile conveniently accessible by foot from development (/No) 4 Moderate to high development compactness and densities within 1/4 mile (See User Guide, /No) 4 Well connected and conveniently walkable to adjacent land uses (/No) 4 No major special attractors within ¼ mile of site (See User Guide, /No) 4 Area within ½ mile of site at least 80% developed and occupied (/No) 4 At least two interacting land uses within ¼ mile of site (/No) 4 Number of public intersections excluding freeways within ½ mile radius of site: must be between 50-150 for Apartments OR 40-250 for Office (enter number) 4 Total jobs within ½ mile of site between: 2,200-79,000 for Apartments OR 2,500-136,000 for Office (/No) Total population within ½ mile of site between: 3,600-35,000 for Apartments OR 2,900-42,000 for Office (/No) Minimum of 10 PM peak hour buses stopping within ¼ mile of site OR Minimum of 5 PM peak hour rail transit trains stopping within ½ mile of site (/No) 5 Please enter values below 223 200 111 Land use Model Outputs Site qualified as a smart growth development based on sites used to develop this tool Estimated Vehicle Trips (street peak hour) Apartment Period AM PM Inbound Outbound 10 41 31 17 18

Acknowledgements Caltrans Traffic Operations Division: Marc Birnbaum Robert Ferwerda Caltrans Division of Research & Innovation: Scott Williams Hassan Aboukhadijeh Gloria Gwynne U.C. Davis: Susan Handy Kevan Shafizadeh Robert Schneider Technical Advisory Panel: Fred Dock Jamie Parks Jane Bierstedt Pat Gibson Erik Ruehr Robert Schneider Kelly Clifton Stephanie Dock Gary Sokolow Ann Cheng Mott Smith Pelle Clarke Ron Milam Armen Hovenessian 19

Questions? For more Information: Ed Hard e-hard@tti.tamu.edu (979) 845-8539 Michael Martin m-martin@tti.tamu.edu (979) 458-0622 Brian Bochner b-bochner@tti.tamu.edu (979) 458-3516 Kevin Hooper k-hooper@tti.tamu.edu (207) 415-9538 20