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contributor authorCatherine Johnson
contributor authorMi G. Chorzepa
contributor authorStephan Durham
contributor authorS. Sonny Kim
date accessioned2017-12-30T12:59:25Z
date available2017-12-30T12:59:25Z
date issued2017
identifier other%28ASCE%29CF.1943-5509.0001029.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244227
description abstractState agencies/provinces and civil engineers must remain current in forensic pavement investigation procedures and inspection technologies to efficiently maintain public roads. Preliminary pavement investigation procedures typically consist of visual condition surveys and subjective observations. When visual inspections indicate a functional or structural problem may exist, a more refined investigation is necessary. Nondestructive and destructive testing methods, as well as locally documented pavement performance rating data, provide valuable information to further determine the extent of a functional or structural problem. This paper presents a survey of state department of transportation practices to identify the most widely used forensic investigation techniques applied to rigid and flexible pavements. The survey results reveal that falling weight deflectometer (FWD) and ground penetrating radar (GPR) tests are the most commonly used nondestructive evaluation (NDE) techniques for forensic pavement investigation. Finally, a pilot investigation of a jointed plain concrete pavement section was conducted. It was concluded that the forensic pavement investigation procedure recommended by the National Cooperative Highway Research Program (NCHRP) 747 was consistent with the survey results and effective for implementation.
publisherAmerican Society of Civil Engineers
titleForensic Investigation of Pavement: Practices in North America and a Pilot Investigation
typeJournal Paper
journal volume31
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001029
page04017031
treeJournal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
contenttypeFulltext


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