Evaluation of Pavement Performance on DEL 23

Sargand, Shad M.; Ohio Research Institute for Transportation and the Environment

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Evaluation of Pavement Performance on DEL 23

2007-03-01
By Sargand, Shad M.

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English

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Details:

Creators:

Sargand, Shad M.
Corporate Creators:

Ohio Research Institute for Transportation and the Environment
Corporate Contributors:

Ohio. Dept. of Transportation ; United States. Federal Highway Administration

Ohio. Dept. of Transportation ; United States. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Design Flexible Pavements Freight Transportation Highways I22: Design Of Pavements I23: Properties Of Road Surfaces Pavement Design Pavement Distress Pavements Portland Cement Concrete Railways And Guideways Sensors Test Sections Traffic Loads
Publication/ Report Number:

FHWA/OH-2007/05
Resource Type:

Tech Report
Geographical Coverage:

Ohio ; United States

Ohio ; United States Less -
TRIS Online Accession Number:

01053611
Edition:

Technical Report
Corporate Publisher:

Ohio University
Abstract:

In 1994, a ramp containing two Asphalt Concrete (AC) and two portland cement concrete (PCC) sections in the SPS-8 experiment was constructed on the Ohio Strategic Highway Research Program (SHRP) Test Road. In 1996, 36 more sections in the SPS-1, SPS-2 and SPS-9 experiments were opened to traffic on the mainline pavement. The response and performance of these sections, climatic information from an on-site weather station, subsurface environmental conditions from sensors installed in several test sections, and traffic loading from an on-site weigh-in-motion (WIM) system have been monitored and incorporated into the national LTPP database. Analyses of these data have been published in a number of reports, technical papers and bulletins. The research project documented in this report was the latest effort by Ohio Department of Transportation (ODOT) to continue monitoring the response and performance of many of the original 40 test sections and several sections constructed later to replace the lighter designs which, as anticipated, showed early distress. Data in this report cover the years 2000-2005. In addition to the new response and performance data obtained on the test road, this report includes: an analysis of current methodologies to mathematically model AC and PCC pavement structures, a petrographic analysis of concrete from three different PCC pavement mixes and a lean concrete base, and an in-depth analysis of WIM data. Three other experimental pavements have been constructed on ATH 50, LOG 33 and ERI/LOR 2 to evaluate the response and performance of specific parameters of interest to ODOT. These parameters included: high performance concrete containing ground granulated blast furnace slag and different types of dowel bars on ATH 50, different types of base material under flexible pavement on LOG 33, and different types of base material under rigid pavement on ERI/LOR 2. This report also contains data collected on these three pavements during 2000-2005.
Format:

PDF
Funding:

State Job No. 14768(0)
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:f53c25ad55d2a6a144a257219939fd11f880d02100a91b5c0d44e13edea12bee
Download URL:

https://rosap.ntl.bts.gov/view/dot/37767/dot_37767_DS1.pdf
File Type:

[PDF-8.66 MB]