PERMEABILITIES AND LOAD SUPPORT CHARACTERISTICS OF MATERIALS USED AS BASE OR SUBBASE COURSES IN NEW JERSEY HIGHWAYS
This report describes an investigation of the drainage and load carrying characteristics of natural, bank-run soils, and quarry processed materials, which are used as base and subbase layers in the current design sections of New Jersey highways. These characteristics are evaluated in light of the design assumptions held by the Department regarding th subject materials. They are further evaluated in the context of the constraints and/or requirements placed upon them by the highway "environment" and loadings. Insight regarding the effects of "blending" (the addition of coarse, crushed aggregate to bank-run soil) is provided, along with commentary on future availability of materials. Finally, some analysis and discussion of theoretical permeeability prediction methods is presented. /FHWA/
- Record URL:
- Sponsored by the Federal Highway Administration.
Trenton, NJ United States 08625
- Cosaboom, B
- Mottola, V E
- Publication Date: 1978-4
- Pagination: 97 p.
- TRT Terms: Aggregates; Bearing capacity; Drainage; Permeability; Subgrade materials
- Old TRIS Terms: Roadbed material
- Subject Areas: Geotechnology; Highways; Hydraulics and Hydrology;
- Accession Number: 00195599
- Record Type: Publication
- Source Agency: Federal Highway Administration
- Report/Paper Numbers: FHWA-RD-79-S0853 Final Rpt.
- Contract Numbers: JHPR Study 7775
- Files: TRIS, USDOT, STATEDOT
- Created Date: Sep 15 1979 12:00AM