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contributor authorSudipta S. Bandyopadhyay
date accessioned2017-05-08T21:01:56Z
date available2017-05-08T21:01:56Z
date copyrightJuly 1983
date issued1983
identifier other%28asce%290733-947x%281983%29109%3A4%28599%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36102
description abstractPavement deflections are used for pavement condition and structural performance evaluation, and overlay design. The Benkelman Beam and the Dynaflect devices are generally used for pavement deflection measurements. A statistical test has been developed to determine the sample size of pavement deflections; the theory is based on the statistical t-distribution. Nomographic solutions are presented. Using the nomographs, adequacy of the sample size can be checked in the field immediately after the measurement of pavement deflections, either by the Benkelman Beam or the Dynaflect. No prior knowledge of statistics is necessary to use the nomographs.
publisherAmerican Society of Civil Engineers
titleSample Size of Pavement Deflections by Nomograph
typeJournal Paper
journal volume109
journal issue4
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1983)109:4(599)
treeJournal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 004
contenttypeFulltext


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