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Element <br />Process Control <br />Acceptance <br />Asphalt Content <br />1/500 tons <br />1/1000 tons <br />Theoretical <br />Maximum Specific <br />1.1000 tons, minimum <br />1/1000 tons, minimum 1 /day <br />Gravity <br />1 /day <br />Gradation <br />1/Day <br />1/2000 tons <br />In -Place Density <br />1/500 tons <br />1/500 tons <br />Joint Density <br />1 core12500 linear feet of <br />joint <br />1 core /5000 linear feet of joint <br />Aggregate <br />Percent <br />1/2000 tons or 1 /Day if <br />1/2000 tons <br />Moisture (3) <br />less than 2000 tons <br />Percent Lime (3) (4) <br />1 /Day <br />Not applicable <br />Notes: <br />(1) The minimum number of in -place density tests for acceptance will be 5. <br />(2) Process control tests for gradation are not required if less than 250 tons <br />are placed in a day. The minimum number of process control tests for <br />gradation shall be one test for each 1000 tons or fraction thereof. <br />(3) Not to be used for incentive /disincentive pay. Test according to CP 60B <br />and report results from Form 106 or Form 565 on Form 6. <br />(4) Verified per Contractor's QC Plan. <br />CC &V PROJECT NO. SC -07 -002 <br />Table 106 -1 <br />SCHEDULE FOR MINIMUM SAMPLING AND TESTING <br />February 3, 2011 <br />6 <br />REVISION OF SECTIONS 105 AND 106 <br />CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT <br />(LESS THAN 5000 TONS) <br />2. Voluntary Process Control. The Contractor may conduct process control testing. Process control testing <br />is not required, but is recommended on the elements and at the frequency listed in Table 106 -1. <br />All of the testing equipment used for in -place density testing shall conform to the requirements of <br />acceptance testing standards, except nuclear testing devices need not be calibrated on the Department's <br />calibration blocks. <br />(b) Acceptance Testing. Acceptance testing is the responsibility of the Department. For acceptance testing the <br />Department will determine the locations where samples or measurements are to be taken and as designated <br />in Section 403. The maximum quantity of material represented by each test result, the elements, the <br />frequency of testing and the minimum number of test results will be in accordance with Table 106 -1. The <br />location or time of sampling will be based on the stratified random procedure as described in CP 75. <br />Acceptance sampling and testing procedures will be in accordance with the Schedule for Minimum Materials <br />Sampling, Testing and Inspection in the Department's Field Materials Manual. Samples for project <br />acceptance testing shall be taken by the Contractor in accordance with the designated method. The samples <br />shall be taken in the presence of the Engineer. Where appropriate, the Contractor shall reduce each sample <br />to the size designated by the Engineer. The Contractor may retain a split of the each sample which cannot be <br />included as part of the Contractor's process control testing. All materials being used are subject to inspection <br />and testing at any time prior to or during incorporation into the work. <br />