PERFORMANCE STUDY OF CONTINOUSLY REINFORCED CONCRETE PAVEMENT ON I-95

The purpose of this study was to evaluate the performance of the CRCP on I-95. Pavement observations and measurements were made on all construction contracts and included intensive crack surveys, measurements of the widths of selected cracks, measurements of changes of width of terminal joints and expansion joints, road roughness. Present Serviceability Index (PSI) determinations, and skid resistance. This final report presents the resutls and observations and measurements made during the entire study. The evaluation of observations and test resutls has indicated that in general the I-95 pavement structure is sound and it has exhibited satisfactory performance. Also, it has been observed that the width of a crack is greatest and most noticeable at the surface. /FHWA/

Media Info

  • Pagination: 145 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00189483
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: FHWA-MD-R-78-11 Final Rpt., FCP 45E2-092
  • Contract Numbers: AWO77-140-046
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Apr 12 1979 12:00AM