Williams, Gary G.. Evaluation of Asphalt Binders. Report no. FHWA/OK 96. Oklahoma. Department of Transportation, 1996. https://rosap.ntl.bts.gov/view/dot/89174.
Williams, Gary G. Evaluation of Asphalt Binders. Oklahoma. Department of Transportation, 1996, Report no. FHWA/OK 96, ROSA P. https://rosap.ntl.bts.gov/view/dot/89174.
In August, 1995, The Oklahoma Department of Transportation- (ODOT) completed construction on ODOT Project Number NH-186(190). Briefly, this project consisted of milling and resurfacing a 10.9 km (6.8 mi) long section of U.S. 69. Pavement placed under NH-186(190) included 102 mm ( 4 in) of Type "A" asphalt concrete (AC) and 51 mm (2 in) of Type "B" AC surface. The surface course contained test sections of AC with various asphalt cement binders. Field performance of the various binders is intended to be evaluated and compared.
Williams, Gary G.. Evaluation of Asphalt Binders. Report no. FHWA/OK 96. Oklahoma. Department of Transportation, 1996. https://rosap.ntl.bts.gov/view/dot/89174.
Williams, Gary G. Evaluation of Asphalt Binders. Oklahoma. Department of Transportation, 1996, Report no. FHWA/OK 96, ROSA P. https://rosap.ntl.bts.gov/view/dot/89174.
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