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1 <br /> 2 <br /> 3 DIVISION5.GR5 <br /> 4 Division 5 <br /> 5 Surface Treatments and Pavements <br /> 6 <br /> 7 5-04.GR5 <br /> 8 Hot Mix Asphalt <br /> 9 <br /> 10 5-04.3.GR5 <br /> 11 Construction Requirements <br /> 12 <br /> 13 5-04.3(8).DOCX <br /> 14 General <br /> 15 <br /> 16 5-04.3(8)A.DOCX <br /> 17 Acceptance Sampling and Testing — HMA Mixture <br /> 18 <br /> 19 GLF 5-04.3(8)A1.DOCX <br /> 20 5-04.3(8)A1 General <br /> 21 <br /> 22 Delete this section and replace it with the following: <br /> 23 <br /> 24 (******) <br /> 25 Non-statistical evaluation shall be used for the acceptance of HMA for this <br /> 26 project. <br /> 27 <br /> 28 The Equivalent Single Axle Load (ESAL) for the mix design for the <br /> 29 following area: <br /> 30 t 31 Colby Avenue — 7,500,000.00 <br /> 32 Larimer Road — 6,100,000.00 <br /> 33 Beverly Boulevard — 6,500,000.00 <br /> 34 Merrill Creek Parkway—8,200,000.00 <br /> 35 Rucker Avenue from Everett Avenue to 23rd Street—6,800,000.00 <br /> 36 19th Street— 7,100,000.00 <br /> 37 37th Street— 6,800,000.00 <br /> 38 All other streets — 5,000,000.00 <br /> 39 I 40 The mix design will be the initial JMF for the class of HMA. The contractor <br /> 41 may request a change in the JMF. Any adjustment to the JMF will require <br /> 42 the approval of the Project Engineer and may be made in accordance with <br /> 43 Section 9-02.8(7). <br /> 44 <br /> 45 GLF 5-04.3(14).DOCX <br /> 46 5-04.3(14) Planing Bituminous Pavement <br /> 47 <br /> 48 Section 5-04.3(14) of the standard specifications is deleted and replaced with the <br /> 49 following: <br /> 50 <br /> HOT MIX ASPHALT OVERLAY-2018 PAGE 38 OF 57 March 6,2018 <br /> WORK ORDER#3667 <br /> SPECIAL PROVISIONS <br />