TECHNICAL PAPERS
Aug 1, 2001

Ground-Penetrating Radar for Cold In-Place Recycled Road Systems

Publication: Journal of Transportation Engineering
Volume 127, Issue 4

Abstract

Grain transportation rationalization, economic diversification, and value-added initiatives within the Saskatchewan economy has increased, and will continue to increase, commercial truck traffic on many Saskatchewan roads. As a result, the Saskatchewan Department of Highways and Transportation is investigating cold in-place recycling as a rehabilitation alternative for strengthening thin-paved roads. However, different construction practices and years of maintenance and rehabilitation have led to many of these thin-paved roads having a variable structural composition. The effect of in situ variability on cold in-place recycle designs is further exacerbated by the inherent sensitivity of stabilizers such as asphalt emulsion, foamed asphalt, cementitious blends, and/or concentrated chemicals when integrated into different road materials. As a result, the materials and structural design of cold in-place recycled thin-paved road systems can be highly uncertain. Ground-penetrating radar has been identified as an engineering diagnostic tool that can accurately quantify in situ structural composition and help reduce the uncertainty associated with the material and structural design of cold in-place recycled road systems. This paper summarizes the principles of ground-penetrating radar, discusses the use of ground-penetrating radar as an engineering diagnostic tool for cold in-place recycling of thin-paved roads, and presents two pilot case studies undertaken by the Saskatchewan Department of Highways and Transportation that demonstrate the capability of ground-penetrating radar to mitigate the uncertainty associated with cold in-place recycled road systems.

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References

1.
Baker, D., Berthelot, C., and Gerbrandt, R. ( 1000). “Full-depth cold in-place recycling/stabilization for low volume road strengthening: A case study on Highway 19-06.” CD-ROM Proc., Paper 9-1, Transportation Association of Canada, Edmonton, Alta., Canada.
2.
Maser, K. ( 1994). “Ground penetrating radar surveys to characterize pavement layer thickness variations at GPS sites.” Strategic Hwy. Res. Prog. Res. Rep. SHRP-P-397, National Research Council, Washington, D.C.
3.
Maser, K., and Scullion, T. ( 1992). “Automated pavement subsurface profiling using radar case studies of four experimental field sites.” Transp. Res. Rec. 1344, Transportation Research Board, Washington, D.C.
4.
Saarenketo, T., and Scullion, T. ( 1994). “Ground penetrating radar applications on roads and highways.” Texas Transp. Inst. Res. Rep. 1923-2F, Texas A&M University, College Station, TX.
5.
Scullion, T., Lau, L., and Chen, Y. ( 1994). “Implementation of the Texas ground penetrating radar system.” Texas Transp. Inst. Res. Rep. 1233-1, Texas A&M University, College Station, TX.
6.
Wimsatt, A., Scullion, T., Ragsdale, J., and Servos, S. ( 1998). “The use of ground penetrating radar data in pavement rehabilitation strategy selection and pavement condition assessment.” Paper No. 980729, Transportation Research Board 77th Annual Meeting, Washington, D.C.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 127Issue 4August 2001
Pages: 269 - 274

History

Received: May 23, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

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Authors

Affiliations

P.E.
P.E.
P.E.
Asst. Prof. of Civ. Engrg., Univ. of Saskatchewan, Saskatoon, SK, Canada S7N 5A9.
Res. Engr., Texas Transportation Inst., College Station, TX 77843.
Preservation Engrg., Saskatchewan Highways and Transportation, Saskatoon, SK, Canada S7L 6M6.
Area Mgr., Saskatchewan Highways and Transportation, Meadow Lake, SK, Canada S9X 1V8.

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