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1 <br /> 1 <br /> 2 9-01.3 Tests and Acceptance <br /> 3 The first paragraph is revised to read: <br /> 4 <br /> 5 Cement may be accepted by the Engineer based on the cement mill test report number <br /> 6 or cement certificate of analysis number indicating full conformance to the <br /> 7 Specifications. All shipments of the cement to the Contractor or concrete supplier shall <br /> 8 identify the applicable cement mill test report number or cement certificate of analysis <br /> 9 number and shall be provided by the Contractor or concrete supplier with all concrete I <br /> 10 deliveries. <br /> 11 <br /> 12 The second paragraph is revised to read: <br /> 13 <br /> 14 Cement producers/suppliers that certify portland cement or blended cement shall <br /> 15 participate in the Cement Acceptance Program as described in WSDOT Standard <br /> 16 Practice QC 1. <br /> 17 <br /> 18 9-01.4 Storage on the Work Site <br /> 19 This section is revised to read: <br /> 20 <br /> 21 At the request of the Engineer, the Contractor shall provide test data to show that <br /> 22 cement stored on site for longer than 60 days meets the requirements of 9-01. Tests <br /> 23 shall be conducted on samples taken from the site in the presence of the Engineer. Test <br /> 24 results that meet the requirements of 9-01 shall be valid for 60 days from the date of <br /> 25 sampling, after which the Engineer may require further testing. <br /> 26 <br /> 27 9-02.AP9 <br /> 28 Section 9-02, Bituminous Materials <br /> 29 April 6, 2015 <br /> 30 9-02.1(4) Performance Graded Asphalt Binder (PGAB) 111 <br /> 31 The first paragraph is supplemented with the following: <br /> 32 <br /> 33 For HMA with greater than 20 percent RAP by total weight of HMA or any amount of <br /> 34 RAS the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) <br /> 35 when blended in the proportions of the mix design shall meet the PGAB requirements of <br /> 36 AASHTO M 320 Table 1 for the grade of asphalt binder specified by the Contract. <br /> 37 <br /> 38 This section is supplemented with the following: <br /> 39 <br /> 40 The recycling agent used to rejuvenate the recovered asphalt from recycled asphalt <br /> 41 pavement (RAP) and reclaimed asphalt shingles (RAS) shall meet the specifications in <br /> 42 Table 1: <br /> 43 <br /> Table 1 RA 1 RA 5 RA 25 <br /> Test ASTM Test Min. Max. Min. Max. Min. Max. 1 <br /> Method <br /> Viscosity @ D2170 or 50 150 200 800 1000 4000 <br /> 140°F cSt D2171 <br /> Flashpoint D92 400 400 400 <br /> COC, T <br /> I <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />