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I1 When using the nuclear density gaue for acceptance testing of <br /> 2 pavement density, the Engineer will follow WSDOT SOP 730 for <br /> I 3 correlating the nuclear gauge with HMA cores. When cores are <br /> 4 required for the correlation, coring and testing will be by the <br /> 5 Contracting Agency. When a core is taken for gauge correlation at the <br /> I 6 location of a sublot, the relative density of the core will be used for the <br /> 7 sublot test result and is exempt from retesting. <br /> 8 <br /> I 9 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments <br /> 10 For each HMA compaction lot (that is accepted by Statistical <br /> 11 Evaluation) which has less than three compaction sublots, for which <br /> I 12 all compaction sublots attain a minimum of 91 percent compaction <br /> 13 determined in accordance with FOP for WAQTC TM 8 (or WSDOT <br /> 14 SOP 736 when provided by the Contract), the HMA will be accepted <br /> 15 at the unit Contract price with no further evaluation. <br /> 16 <br /> 17 For each HMA compaction lot (that is accepted by Statistical <br /> 18 Evaluation) which does not meet the criteria in the preceding <br /> I19 paragraph, the compaction lot shall be evaluated in accordance with <br /> 20 Section 1-06.2(2) to determine the appropriate Compaction Price <br /> 21 Adjustment (CPA). All of the test results obtained from the <br /> I 22 acceptance samples from a given compaction lot shall be evaluated <br /> 23 collectively. Additional testing by either a nuclear density gauge or <br /> 24 cores will be completed as required to provide a minimum of three <br /> I 25 tests for evaluation. <br /> 26 <br /> 27 For the statistical analysis in Section 1-06.2, use the following values: <br /> I 28 <br /> 29 x = Percent compaction of each sublot <br /> 30 USL = 100 <br /> 1 31 LSL= 91 <br /> 32 <br /> 33 Each CPA will be determined as follows: <br /> II 34 <br /> 35 CPA = [0.40 x (CPF — 1.00)] x Q x UP <br /> 36 <br /> 37 Where <br /> 1 38 <br /> 39 CPA = Compaction Price Adjustment for the compaction lot <br /> 40 ($) <br /> 41 CPF = Composite Pay Factor for the compaction lot <br /> I 42 (maximum is 1.05) <br /> 43 Q = Quantity in the compaction lot (tons) <br /> I 44 UP = Unit price of the HMA in the compaction lot ($/ton) <br /> 45 <br /> 46 5-04.3(10)C4 HMA Statistical Compaction — Requests for <br /> I 47 Retesting <br /> 48 For a compaction sublot that has been tested with a nuclear density <br /> 49 gauge that did not meet the minimum of 91 percent of the theoretical <br /> 50 maximum density in a compaction lot with a CPF below 1.00 and thus <br /> 51 subject to a price reduction or rejection, the Contractor may request <br /> 52 that a core, taken at the same location as the nuclear density test, be <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 811/16 <br />