412.3(h) 412.3(j) the end of the first paragraph:
If a representative mixture acceptance sample cannot be obtained directly behind the paver, the loose mixture acceptance sample for each sublot may be taken from the paver hopper or from the paver screed representing the sample sublot location. Determine the approved mixture acceptance sample collection method for loose mixture acceptance samples at the preconstruction or prepaving meeting.
2.c Mixture Acceptance Sample Testing. LTS Testing will be utilized unless otherwise indicated in the proposal.
2.c.1 LTS Testing. The LTS will test the mixture acceptance samples according to PTM No. 757 or PTM No. 702, Modified Method D, if previously identified problematic aggregates are used in the mixture, to determine asphalt content and the percent passing the 75 µm ( No. 200) sieve. The LTS will use the calibration factors (C f and 200 C f) provided with the JMF for PTM No. 757. The minimum sample size for PTM No. 757 is 1000 grams when 6.3 mm mix is used. For individual increment test results outside of the single sample (n=1) tolerances in Table B, the LTS will analyze the test results for extreme values according to PTM No. 4 at the 5% significance level. If discarding an extreme value reduces a lot to less than three remaining test results, the Department will accept the lot as specified in specified in Section 412.4(a) 2. If the asphalt content or the percent passing the 75 µm ( No. 200) sieve is not within the single sample (n=1) or multiple sample (n≥3) tolerances in Table B for two consecutive lots or a total of three lots, stop all production of the JMF. Determine the cause of the problem and provide a proposed solution to the Department. Do not resume production of the JMF until the Representative reviews the proposed solution and authorizes production to continue.
paving mixture to achieve the optimum rolling pattern requirements and to eliminate all roller marks. Compact the mixture while it is in proper condition and adjust roller speed, pattern, and roller size (and/or amplitude and frequency if vibratory rolling is approved by the Representative) to eliminate displacement, shoving, cracking, and aggregate breakage as specified in Section 412.3 (f). Satisfactorily correct displacement resulting from reversing roller directions and other causes. Do not use pneumatic - tire rollers. Without using excess water, maintain wheels of steel wheel rollers