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1 Dl ISl1/ ®IWGRS <br /> 2 Division 5 <br /> 3 Surface Treatments and Pavements <br /> 4 <br /> 5 5"04k2G R5 <br /> 6 Materials <br /> 7 <br /> 8 5=04 2iT GR5 <br /> 9 Section 5-04.2 is supplemented with the following: <br /> 10 <br /> 11 F_5 04:2 OP 13docx <br /> 12 (January 3, 2011) <br /> 13 ESAL's <br /> 14 The number of ESAL's for the design and acceptance of the HMA shall be *** <br /> 15 5 *** million. <br /> 16 <br /> 17 5-0 <br /> 18 Hot Mix Asphalt <br /> 19 <br /> 20 4.04,..J.!°1' 2rR TF <br /> 21 5-04.3(7)A2 Statistical or Nonstatistical Evaluation <br /> 22 <br /> 23 Delete this section and replace it with the following: <br /> 24 <br /> 25 5-04.3(7)A2 Nonstatistical Evaluation <br /> 26 (January 16, 2014 APWA GSP) <br /> 27 <br /> 28 Mix designs for HMA accepted by Nonstatistical evaluation shall; <br /> 29 • Be submitted to the Project Engineer on WSDOT Form 350-042 <br /> 30 • Have the aggregate structure and asphalt binder content determined in accordance <br /> 31 with WSDOT Standard Operating Procedure 732 and meet the requirements of <br /> 32 Sections 9-03.8(2) and 9-03.8(6). <br /> 33 • Have anti-strip requirements, if any, for the proposed mix design determined in <br /> 34 accordance with WSDOT Test Method T 718 or based on historic anti-strip and <br /> 35 aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA <br /> 36 mix designs utilized that include RAP will be completed without the inclusion of the <br /> 37 RAP. <br /> 38 <br /> 39 At or prior to the preconstruction meeting, the contractor shall provide one of the following <br /> 40 mix design verification certifications for Contracting Agency review; <br /> 41 <br /> 42 • The proposed mix design indicated on a WSDOT mix design/anti-strip report that is <br /> 43 within one year of the approval date <br /> 44 • The proposed HMA mix design submittal (Form 350-042) with the seal and <br /> 45 certification (stamp & signature) of a valid licensed Washington State Professional <br /> 46 Engineer. <br /> 47 • The proposed mix design by a qualified City or County laboratory mix design report <br /> 48 that is within one year of the approval date. <br /> 49 <br /> HAWTHORNE ELEMENTARY <br /> SAFE ROUTES TO SCHOOL <br /> FED AID#SRTS-0420(021);COE#3540 SP-69 March 16, 2016 <br />