Evaluation of acceptance strength tests for concrete pavements.
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2005-06-30
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Edition:Final report; July 1, 2003-June 30, 2005.
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Abstract:The North Carolina Department of Transportation has used traditionally flexural strength tests for acceptance ; testing of Portland cement concrete pavements. This report summarizes a research project implemented to ; investigate the feasibility of using other strength tests and nondestructive tests, to accomplish the same objective ; of ensuring an adequate modulus of rupture of the slab but avoiding or reducing the need to perform a large ; number of flexural strength determinations for acceptance testing. The present work has been laid around using ; a nondestructive test (a resonant column) to measure a seismic modulus that is used as a rating tool to evaluate ; the repeatability of duplicate specimens before the specimens are strength tested. This has been accomplished ; by developing regression lines and confidence and prediction intervals for the correlation of the seismic ; modulus to flexural, splitting tension, and compressive strength test. All these test show strong correlation ; coefficients and, thus, all have the possibility to be used in the prediction of flexural strength. The report ; suggests a new process for acceptance testing based on using a combination of compressive strength and ; seismic modulus. The selection of compression testing is based on the perceived know-how of the personnel of ; NCDOT throughout the State.
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Main Document Checksum:urn:sha256:8da42bfdfe30a0dca2aa84a41acf855db1cb2b655961e742bc551b8731328613