Analysis of Alternatives for Accommodating Trucks on Urban Freeways in Southern Nevada

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Analysis of Alternatives for Accommodating Trucks on Urban Freeways in Southern Nevada Vinod Vasudevan, Alexander Paz, Naveen Veeramisti, Pankaj Maheswari & Majrooh James Transportation Research Center University of Nevada, Las Vegas Presentation prepared for The Monthly Advisory Committee Meeting April 08, 2010 1

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Analysis of Alternatives for Accommodating Trucks on Urban Freeways in Southern Nevada. Vinod Vasudevan, Alexander Paz, Naveen Veeramisti, Pankaj Maheswari & Majrooh James Transportation Research Center University of Nevada, Las Vegas Presentation prepared for - PowerPoint PPT Presentation

Transcript of Analysis of Alternatives for Accommodating Trucks on Urban Freeways in Southern Nevada

Page 1: Analysis of Alternatives for Accommodating Trucks on Urban Freeways in Southern Nevada

Analysis of Alternatives for Accommodating Trucks on Urban

Freeways in Southern Nevada

Vinod Vasudevan, Alexander Paz, Naveen Veeramisti, Pankaj Maheswari & Majrooh James

Transportation Research CenterUniversity of Nevada, Las Vegas

Presentation prepared forThe Monthly Advisory Committee Meeting

April 08, 2010

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Las Vegas Network

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Alternatives

– Truck Only Lanes– Truck Restricted Lanes– Truck Only Toll Lanes– Truck Bypass– Truckways with Toll

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System Components

• Freeways, arterials, collectors, interchanges • 215 Beltway - 53 mi• I-15 - 42 mi• US-95 - 42 mi• TAZ’s - 696 (initially 1,646)• Nodes - 9129• Links - 16582• Control - 791 (Actual Signal timings)

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Input data

• Network• Origin• Destination• Control• Demand

– TDM: 547,709 for 7 – 9 AM– After Calibration: 560,448 for 7 – 9 AM– ( 2.3 % increase in demand )

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Preliminary Calibration ResultsBase Case Scenario

AM Peak Period

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One Month Progress

• 9 March 2010– 791 actual signalized

intersections – actual signal timings– 49 actual counts (FAST)– Avg. Travel Time: 14.37

min (before calibration)– 26 / 49 of link counts

within the 15% range (53 % within range) preliminary calibration

• 8 April 2010– 791 actual signalized

intersections – actual signal timings– 62 actual counts (FAST)– Avg. Travel Time: 11.18

min (after calibration)– 52 / 62 of link counts

within the 15% range (84 % within range) after Calibration

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53 % of link counts are within the 15% range.

FHWA requires 85%

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84 % of link counts are within the 15% range.

Acc. To FHWA Primer Vol. III, > 85%

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+15%

-15%

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Global Statistics• Before Calibration:

– Average Travel Time – 14.3689 min– Total Network Travel Time – 129,269.9609 hrs– Average trip Distance – 8.2226 miles– Total Trip Distance(VMT) – 4,438,463.0000 miles

• After Calibration– Average Travel Time – 11.1831 min– Total Network Travel Time – 105,508.7812 hrs– Average trip Distance – 7.0413 miles– Total Trip Distance(VMT) – 3,946,283.0000 miles

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• Truck Restricted Lane

• Truck only Lane• Truck Only Toll

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Alternatives for Accomadating Trucks

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Truck Bypass

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Acknowledgements

• RTC, Southern Nevada• Nevada DOT• USDOT - RITA

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Questions?

Thank you!

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