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CITY OF EVERETT SPECIAL PROVISIONS <br />DIVISION 5— SURFACE TREATMENTS AND PAVEMENTS <br />5-04 HOT MIX ASPHALT <br />5-04.3 Construction Requirements <br />5-04.3�3) Hot Mix Asphalt Pavers <br />5-04.3(3)A Material Transier Device / Vehicle <br />Supplement the first paragraph with the following: <br />Additionally, a material transfer device or vehicle (MTDN) is nct required at <br />the following locations: 3rO Avenue. <br />5-04.3(7) Preparation of Aggregates <br />Delete 5-04.3(7)A and substitute the following: <br />5-04.3(7►A Mix Design <br />5-04.3(7)A1 General <br />Prior to the production of HMA, the Contractor shall determine a design <br />aggregate structure and asphalt binder content in accordance with WSDOT <br />Standard Operating Procedure 732. Once the design aggregate structure <br />and asphalt binder content have been determined, the Contractor shall submit <br />the HMA mix design on DOT form 350-042 demonstrating the design meets <br />the requirements of Sections 9-03.8(2) and 9-03.8(6). HMA accepted by <br />nonstatistical evaluation requires a mix design verification. For HMA <br />accepted by commercial evaluation only the first page of DOT form 350-042 <br />and the p�rcent of asphalt binder is required. In no case shall the paving <br />begin before the determination of anti-strip requirements has been made. <br />Anti-strip requirements will be determined by: <br />a. Testing by WSDOT in accordance with TM 718. <br />b. Testing by Contractor in accordance with WSDOT TM 718. <br />c. Historical aggregate source ant-strip use provided by WDOT. <br />The mix design will be the initial Job Mix Formula (JMF) for the HMA being <br />produced. Any additional adjustments to the JMF will require the approval of <br />the Project Engir�eer and may be made per Section 9-03.8(7). <br />5-04.3�7)A2 Nonstatistical and Commercial Evaluation <br />Delete this section and replace it with the following; <br />5-04.3�7►A2 NonsWtistical and Commercial Evaluation <br />Mix designs for HMA accepted by Nonstatistical or Commercial <br />evaluation shall; <br />1. Be submitted to the Project Engineer on WSDOT Fo;m 350-042 <br />2. Have the aggregate structure and asphalt binder content <br />determined in accordance with WSDOT Standard Operating <br />Procedure 732 and meet the requirements of Sections 9-03.8(2) <br />and 9-03.8(6). <br />3. Have anti-strip requirements, if any, for the proposed mix design <br />determined in accordance with WSDOT Test Method T 718 or <br />based on historic anti-strip and aggregate source compatibility <br />from WSDOT lab tesling. Anli-strip evaluation of HMA mix <br />designs utilized that include RAP will be completed without the <br />inclusion of the RAP. <br />3 Ave Detention Pond RetroTit Division S- SURFACE TREATMENTS AND PAVEMENTS December �1, 2014 <br />WO No. - UP3531 SP -133 <br />