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Effect of Modified Bitumen with CR-10 and CR-15 on the Performance of Asphalt Concrete Article in Ekoloji 23(93):50-56 · January 2014 with 45 Reads How we measure 'reads'
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In 1971, CJM began installation of hot-mix asphalt, mostly on driveways and farm lanes. During this period, Buck made an effort to educate local government officials on the superiority of roads surfaced with HMA compared to tar and chip. In 1979, a second HMA plant was built in Finksburg, MD.
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Figure 1: IR test results in the finger print region for reference bitumen, bitumen recovered from accelerated laboratory aging and field asphalt specimens. Based on the analysis of test results in relation to the effect of binder aging and durability of porous asphalt, the following conclusions are drawn: 1.
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Sample the asphalt mixture at the plant in accordance with FM 1-T 168. The percent asphalt binder content of the mixture will be determined in accordance with FM 5-563 (ignition oven). The gradation of the extracted mixture will be determined in accordance with FM 1-T 030. All test results will be shown to the nearest 0.01.
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