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  <title>Criteria for Evaluating Pavement Imaging Systems.</title>
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  <namePart>McNeil,  Sue.</namePart>
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  <publisher>TRB</publisher>
  <dateIssued>1990</dateIssued>
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  <languageTerm type="text">English</languageTerm>
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  <extent>p. 64-73.</extent>
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  <title>Trr No. 1260 Pavement Design, Management And Performance.</title>
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 <note>TRR No. 1260 Pavement Design, Management and Performance, pp.64-73&#13;
A number of pavement imaging systems have been developed in the last few years. Choosing the system that will best fit an agency's needs and resources is a difficult task, because of the wide variation of alternatives. However, automated pavement imaging systems technology is mature enough to be broken down into a distinct set of elements and activities. Understanding the elements, how they are combined, and the design tradeoffs between them is necessary to develop and understand criteria with which a pavement imaging system can be evaluated. A description is therefore presented of the hardware, software, and procedural elements that are used to acquire, store, process, report, and use pavement distress data.On the basis of this knowledge, a set of criteria is developed for evaluating pavement imaging systems. Three example systems are used to illustrate element combinations, and to illustrate how the criteria can be used to evaluate alternatives in practice.</note>
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  <topic>PAVEMENT PERFORMANCE</topic>
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 <classification>006:656.021</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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