Evaluation of Continuously Reinforced Concrete Pavements in Indiana

Evaluation of Several Maintenance Methods for Continuously Reinforced Concrete Pavements

“…There was a marked increase in defects per mile on 1-65 from the summer of 1972 to the fall of 1973 (7) . This was true of the gravel subbase sections and the single bituminous stabilized subbase section just north of Lebanon.…”

“…From Faiz's study (7) measurements taken six feet from the pavement edge showed that for 9 inches CRCP, deflections less than 0. Deflection measurements were taken in this study for four uses.…”

“…This factor was first reported to the Joint Highway Research Project Advisory Board on September 7,1972 (1).…”

A Laboratory Evaluation of the Influence of Crushed Stone, Aggregate Top Size and Binder Type on AETM Properties

“…The research on CRC pavements 1n Indiana (15) showed that the AETM subbase was very sensitive to moisture; either in the mix or from the environ- (44) Several researchers have studied the permeability characteristics of bituminous mixtures. A study of sand aspahlt mixes (45) (31).…”

A Study of the Design Parameters for Asphalt Emulsion Treated Mixtures : Interim Report

“…Besides, in a recent study conducted in Indiana for evaluation of CRC pavements (20) The aggregate was separated into the different sieve sizes. After conducting the necessary aggregate properties tests, the separated aggregates were recombined to the desired grading 1n 1200 gram batches.…”