Scully, T. C., Graves, R. C., & Allen, D. L. (2006). Identification of pavement distress in Kentucky (Report No. KTC-05-29/SPR267-02-1F). University of Kentucky Transportation Center. https://rosap.ntl.bts.gov/view/dot/21629
Scully, Tim C., R. C. Graves, and David L. Allen. Identification of pavement distress in Kentucky. Report no. KTC-05-29/SPR267-02-1F. University of Kentucky Transportation Center, 2006. https://rosap.ntl.bts.gov/view/dot/21629.
Scully, Tim C., et al. Identification of pavement distress in Kentucky. University of Kentucky Transportation Center, 2006, Report no. KTC-05-29/SPR267-02-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/21629.
In Kentucky, the roads are comprised primarily of two types of pavement. The first being Portland Cement Concrete (PCC) a rigid pavement, and the other is Asphaltic Concrete (AC), a flexible pavement. There is a noticeable difference in their appearance, ride, cost and performance. Since Kentucky utilizes both pavements, as many states do, it is necessary to have a system in place to consistently identify pavement distress and categorize their overall performance.
Scully, T. C., Graves, R. C., & Allen, D. L. (2006). Identification of pavement distress in Kentucky (Report No. KTC-05-29/SPR267-02-1F). University of Kentucky Transportation Center. https://rosap.ntl.bts.gov/view/dot/21629
Scully, Tim C., R. C. Graves, and David L. Allen. Identification of pavement distress in Kentucky. Report no. KTC-05-29/SPR267-02-1F. University of Kentucky Transportation Center, 2006. https://rosap.ntl.bts.gov/view/dot/21629.
Scully, Tim C., et al. Identification of pavement distress in Kentucky. University of Kentucky Transportation Center, 2006, Report no. KTC-05-29/SPR267-02-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/21629.
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