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I <br /> 11 <br /> 2 The mix design will be performed by a lab accredited by a national authority such as <br /> 3 Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction <br /> 4 Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program <br /> 5 (AAP) and shall supply evidence of participation in the AASHTO Material Reference <br /> 6 Laboratory (AMRL) program. <br /> 7 <br /> 8 At the discretion of the Engineer, agencies may accept mix designs verified beyond the one <br /> 9 year verification period with a certification from the Contractor that the materials and sources <br /> 10 are the same as those shown on the original mix design. <br /> 11 <br /> 12 51040 8MATF <br /> 13 5-04.3(8)A1 General <br /> 14 (January 16, 2014 APWA GSP) <br /> 15 . <br /> 16 Delete this section and replace it with the following: <br /> 17 <br /> 18 Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. <br /> 19 <br /> 20 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in <br /> 21 the contract documents. <br /> 22 <br /> 23 The mix design will be the initial JMF for the class of HMA. The Contractor may request a <br /> 24 change in the JMF. Any adjustments to the JMF will require the approval of the Project <br /> 25 Engineer and must be made in accordance with Section 9-03.8(7). <br /> 26 <br /> 27 Commercial evaluation may be used for Commercial HMA and for other classes of HMA in <br /> 28 the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, <br /> 29 gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted <br /> 30 by commercial evaluation shall be as approved by the Project Engineer. Sampling and <br /> 31 testing of HMA accepted by commercial evaluation will be at the option of the Project <br /> 32 Engineer. Commercial HMA can be accepted by a contractor certificate of compliance <br /> 33 letter stating the material meets the HMA requirements defined in the contract. <br /> 34 _ <br /> 35 5043 8t'A <br /> 36 5-04.3(8)A4 Definition of Sampling Lot and Sublot <br /> 37 (January 16, 2014 APWA GSP) <br /> 38 <br /> 39 Section 5-04.3(8)A4 is supplemented with the following: <br /> 40 <br /> 41 For HMA in a structural application, sampling and testing for total project quantities less <br /> 42 than 400 tons is at the discretion of the engineer. For HMA used in a structural application <br /> 43 and with a total project quantity less than 800 tons but more than 400 tons, a minimum of <br /> 44 one acceptance test shall be performed: <br /> 45 i. If test results are found to be within specification requirements, additional <br /> 46 testing will be at the engineers discretion. <br /> 47 ii. If test results are found not to be within specification requirements, additional ' <br /> 48 testing as needed to determine a CPF shall be performed. <br /> 49 <br /> 41'`STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-84 February 10,2016 <br />