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Pavement maintenance effectiveness

Author: Roger Smith; Thomas Freeman; Olga Pendleton; Strategic Highway Research Program (U.S.)
Publisher: Washington, D.C. : Strategic Highway Research Program, National Research Council, 1993.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:
This study evaluated 6 specific preventive treatments. Four treatments are for asphalt concrete surfaced (flexible) pavements: chip seals; crack sealing; slurry seals; and thin overlays. Two treatments are for portland cement concrete surfaced pavements: joint and crack sealing; and undersealing. Performance of the pavement sections with the treatments was compared with the performance of a similar pavement section  Read more...
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Material Type: Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: Roger Smith; Thomas Freeman; Olga Pendleton; Strategic Highway Research Program (U.S.)
ISBN: 0309056225 9780309056229
OCLC Number: 31089877
Notes: "November 1993"--Title page verso.
"SHRP-H-358."
Description: xxvi, 350 pages : illustrations, maps ; 28 cm
Contents: Executive summary --
Introduction --
Experimental design --
Project approval process --
Construction guidelines --
Field sampling, testing, and data collection --
Laboratory program --
Status of SPS-3 and SPS-4 test sections --
Data analysis plan --
Data analysis --
Products --
Future activities --
Conclusions and recommendations --
Appendices --
References.
Responsibility: Roger Smith, Thomas Freeman, Olga Pendleton (Texas Transportation Institute, Texas A & M University).

Abstract:

This study evaluated 6 specific preventive treatments. Four treatments are for asphalt concrete surfaced (flexible) pavements: chip seals; crack sealing; slurry seals; and thin overlays. Two treatments are for portland cement concrete surfaced pavements: joint and crack sealing; and undersealing. Performance of the pavement sections with the treatments was compared with the performance of a similar pavement section without the treatment. Performance is measured in terms of pavement distress, roughness profile, surface friction, and structural capacity. All of the flexible pavement test sections and most of the rigid pavement test sections have been constructed. Performance data are being collected. This report discusses the experimental design, project selection, construction, data collection, analysis, and future activities of the pavement maintenance effectiveness project.

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