Pavement Life Comparison for Different Traffic Scenarios [supporting datasets]

Zhou, Fujie; Hu, Sheng; Xue, Wenjing; Flintsch, Gerardo W; Safety through Disruption (Safe-D) University Transportation Center (UTC)

doi:10.15787/VTT1/1QXWSN

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Pavement Life Comparison for Different Traffic Scenarios [supporting datasets]

2019-12-01
See Associated Publication(s)
By Zhou, Fujie ; Hu, Sheng ; Xue, Wenjing ; ...

[PDF-165.61 KB]

English

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Details:

Creators:

Zhou, Fujie ; Hu, Sheng ; Xue, Wenjing ; Flintsch, Gerardo W

Zhou, Fujie ; Hu, Sheng ; Xue, Wenjing ; Flintsch, Gerardo W Less -
Corporate Creators:

Safety through Disruption (Safe-D) University Transportation Center (UTC)
Corporate Contributors:

United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; Texas (State)

United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; Texas (State) Less -
Subject/TRT Terms:

[+]

Automated Vehicle Automated Vehicle Control For Ground Vehicles Autonomous Vehicles Channelized Fatigue Cracking Highway Safety Hydroplaning Lane Distribution Normal Distributions Optimization Pavement Design Rutting Service Life Uniform Distribution
Publication/ Report Number:

02-008
DOI:

https://doi.org/10.15787/VTT1/1QXWSN
Resource Type:

Dataset
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Corporate Publisher:

Safety through Disruption (Safe-D) University Transportation Center (UTC)
Abstract:

The data was determined in 2017 in Texas A&M Transportation Institute using Texas Mechanistic-Empirical Pavement Design and Analysis (TxME) program. It presents the pavement damage such as rutting and cracking development with time. Three scenarios were compared: regular traffic, Automated vehicles (AV) which keeps narrow wandering within the lane, and AV-Optimal which assumes the AV wandering pattern is uniformly distributed within the lane. Two spreadsheets are included in the file to compare Regular Traffic with AV, and Regular Traffic with AV-Optimal, respectively.
Format:

PDF
Funding:

69A3551747115/Project 02-008
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:e4d7ef214d510abb1380686dd6ce5f1909fa4905359e3eb87affbc6182851264
Download URL:

https://rosap.ntl.bts.gov/view/dot/54635/dot_54635_DS1.pdf
File Type:

Pavement_Life_Comparison_for_Different_Traffic_Scenarios__02-008__Dataset_Metadata.json

json

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