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Pages 71-72

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From page 71...
... 71 This research was intended to quantify the magnitude and cause of the differences of commonly measured parameters of asphalt mixtures among specimen types. This was accom­ plished by evaluating the volumetric and mechanical pro­ perties of three specimen types [design (LL)
From page 72...
... 72 8.2 Proposed Tolerances Proposed tolerances were developed based on the average difference between specimen comparisons for the 10 mixtures evaluated. Specifying agencies may use these proposed values to evaluate and adjust their current tolerances, as discussed in Chapters 6 and 7.

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