Marshbank Construction 5/9/2016 - Laserfiche WebLink

I 1 _ 1 pIVISION5 GR5 2 Division 5 3 Surface Treatments and Pavements 4 6 Hot Mix Asphalt 7 8 50�4 E nRA 9 Materials 10 11 ligi NS3 it$ 12 Section 5-04.2 is supplemented with the following: 13 14 F5 04 2 .71- 3 ESQ►L DOCX 15 (January 3, 2011) ' 16 ESAL's 17 The number of ESAL's for the design and acceptance of the HMA shall be 18 *** 10.4 *** million. 19 _. 20 ��.5 U433;7At2vRTP 21 5-04.3(7)A2 Statistical or Nonstatistical Evaluation 22 ' 23 Delete this section and replace it with the following: 24 25 5-04.3(7)A2 Nonstatistical Evaluation ' 26 (January 16, 2014 APWA GSP) 27 28 Mix designs for HMA accepted by Nonstatistical evaluation shall; 29 • Be submitted to the Project Engineer on WSDOT Form 350-042 30 • Have the aggregate structure and asphalt binder content determined in accordance 31 with WSDOT Standard Operating Procedure 732 and meet the requirements of ' 32 Sections 9-03.8(2) and 9-03.8(6). 33 • Have anti-strip requirements, if any, for the proposed mix design determined in 34 accordance with WSDOT Test Method T 718 or based on historic anti-strip and 35 aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA 36 mix designs utilized that include RAP will be completed without the inclusion of the 37 RAP. ' 38 39 At or prior to the preconstruction meeting, the contractor shall provide one of the following 40 mix design verification certifications for Contracting Agency review; 41 42 • The proposed mix design indicated on a WSDOT mix design/anti-strip report that is 43 within one year of the approval date 44 • The proposed HMA mix design submittal (Form 350-042) with the seal and ' 45 certification (stamp & signature) of a valid licensed Washington State Professional 46 Engineer. 47 • The proposed mix design by a qualified City or County laboratory mix design report 48 that is within one year of the approval date. ' 41st STREET TO WMVD FREIGHT CORRIDOR IMPROVEMENTS FED AID#STPUL-9931(012); PW#3472 SP-83 February 10,2016