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- W564499306 abstract "DURING 1949 TO 1952, A LARGE MILEAGE OF PORTLAND CEMENT CONCRETE PAVEMENTS IN MASSACHUSETTS WAS RESURFACED. THIS WAS DONE WITH THE STANDARD STATE SPECIFICATION BITUMINOUS MIX ( CLASS I) AS WELL AS WITH MIX MODIFIED BY VARIOUS TYPES OR RUBBER ADDITIVES. PERIODIC CONDITION SURVEYS HAVE BEEN CONDUCTED ON TWENTY-FIVE 1,000 FOOT SAMPLES OF THIS PAVEMENT SINCE THEIR RESURFACING TO EVALUATE THEIR RELATIVE PERFORMANCE. DATA ARE SUMMARIZED QUANTITATIVELY BY A METHOD DESCRIBED IN A PREVIOUS PAPER. RESULTS ARE CLASSIFIED PERCENTAGEWISE BY WIDTH AND TYPE OF CRACK AND ARE PRESENTED GRAPHICALLY TO SHOW THE PROGRESS OF CRACKING WITH TIME. FROM THIS ANALYSIS IT IS CONCLUDED THAT ABOUT 90 PERCENT OF THE POSSIBLE POTENTIAL REFLECTION CRACKING WILL TAKE PLACE BY THE TIME 5 OR 6 YEARS HAVE ELAPSED. THIS APPEARS TO BE TRUE WHETHER OR NOT ADDITIVES WERE ADDED TO THE MIX. /AUTHOR/" @default.
- W564499306 created "2016-06-24" @default.
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- W564499306 date "1956-01-01" @default.
- W564499306 modified "2023-09-23" @default.
- W564499306 title "PROGRESS OF REFLECTION CRACKING IN BITUMINOUS CONCRETE RESURFACINGS" @default.
- W564499306 hasPublicationYear "1956" @default.
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