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Address any material represented by a failing test result in accordance <br /> with 334 - 5 . 9 . 5 . Any LOT terminated under this Subarticle will be limited to a maximum Pay <br /> Factor of 1 . 00 (as defined in 334 - 8 . 2) for each quality characteristic . <br /> In the event that a Ginn, test result differs by more than 0 . 040 from the mix <br /> design Gmm, investigate the cause (s) of the discrepancy and report the findings and proposed <br /> actions to the Engineer. <br /> tF <br /> Table 334- 5 <br /> Master Production Range <br /> Characteristic Tolerance <br /> Asphalt Binder Content (percent) <br /> Target X0 . 55 <br /> Passing No . 200 Sieve (percent) Target ± 1 . 50 <br /> Air Voids (percent) Coarse Graded 2000 - 6 . 00 <br /> Air Voids (percent) Fine Graded 2 . 30 — 6 . 00 <br /> Density (percent Gmm) <br /> Coarse Graded (minimum) 93 . 00 <br /> Fine Graded (minimum) 90 . 00 <br /> l Tolerances for sample size of n = I from the verified mix design <br /> z> Based on an average of 5 randomly located cores <br /> 334-5 .5 Verification Testing : In order to determine the validity of the Contractor ' s <br /> Quality Control test results prior to their use in the Acceptance decision, the Engineer will run <br /> verification tests . <br /> 334-5 . 5 . 1 Plant Testing : At the completion of each LOT, the Engineer will test a <br /> minimum of one Verification split sample randomly selected from the LOT . Results of the <br /> testing and analysis for the LOT will be made available to the Contractor within one working day <br /> from the time the LOT is completed. Verification samples shall be reheated at the target roadway <br /> compaction temperature for 1 1 /2 hours plus or minus 5 minutes , reduced to the appropriate <br /> testing size , and conditioned and tested as described in 334 - 5 . 1 . 1 . <br /> The Verification test results will be compared with the Quality Control <br /> test results based on the between- laboratory precision values shown in Table 334- 6 . <br /> Table 334-6 <br /> Between-Laboratory Precision Values <br /> Property Maximum Difference <br /> Gmm 0 . 016 <br /> Gmb (gyratory compacted samples) 0 . 022 <br /> Gmb (roadway cores - fine graded mixture) 0 . 015 <br /> Gmb (roadway cores — coarse graded mixture) 0 . 018 <br /> Pb 0 . 44 percent <br /> P-zoo FM 1 -T 030 (Figure 2 ) <br /> P.8 FM 1 -T 030 (Figure 2 ) <br /> If all of the specified mix characteristics compare favorably, then the LOT <br /> will be accepted, with payment based on the Contractor ' s Quality Control test data for the LOT . <br /> - 92 - <br /> FPID (S ) : 423186A - 58 - 01 <br />