Use of shredded tires in the subbase layer of asphalt pavements

ASTM Special Technical Publication

Volumn 1275, Issue , 1997, Pages 286-298

  Papp Jr , Walter J ^a   Maher, Mohamad H ^a   Baker, Robert F ^b  

^a the state University of New Jersey   (United States)

^b New Jersey Department of Transportation   (United States)

Author keywords

California bearing ratio; Compaction; Resilient modulus; Shredded tires; Subbase

Indexed keywords

COMPACTION; SOILS; TESTING; TIRES;

CALIFORNIA BEARING RATIO; RESILIENT MODULUS; SHREDDED TIRES; SUBBASE LAYER;

ASPHALT PAVEMENTS;

EID: 0031220623     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (6)

1. Environmental Protection agency, "Markets for Scrap Tires," EPA/530-SW-90-074A, October 1991.
2. Humphrey, D.N., "Investigations of Exothermic Reaction in Tire Shred Fill Located on SR100 In Ilwaco, Washington" FHWA Report, 1996.
3. Humphrey, D.N. and Eaton, R.A., "Tire Chips as Insulation Beneath Gravel Surfaced Roads," Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire, 1993.
4. Maher, M.H., Papp Jr., W.J., Gucunski, N., "Measurement of Soil Resilient Properties Using Non-Contacting Proximity Sensors," Transportation Research Record, TRB, National research Council, Washington DC, 1996.
5. Minnesota Pollution Control Agency, "Waste Tires in Subgrade Road Beds", Waste tire management unit site response section, groundwater and solid waste division, February 1990.
6. New Jersey Department of Transportation Standard Specifications for Road and Bridge Construction, 1989.