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<br />Fulton Street Pedestrian Bicycle Corridor PAGE 85 OF 114 CONTRACT <br />FEDERAL AID # TAP-0420(026) <br />WO #3785 September 6, 2024 <br /> <br />When more than one JMF is being utilized to produce HMA, the material produced for 1 <br />each JMF shall be placed by separate spreading and compacting equipment. The 2 <br />intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA 3 <br />placed during a work shift shall conform to a single JMF established for the class of HMA 4 <br />specified unless there is a need to make an adjustment in the JMF. 5 <br /> 6 <br />5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 7 <br />For HMA accepted by nonstatistical evaluation the aggregate properties of sand 8 <br />equivalent, uncompacted void content and fracture will be evaluated in accordance with 9 <br />Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial 10 <br />evaluation will be at the option of the Engineer. 11 <br /> 12 <br />5-04.3(8)A1 General 13 <br />Nonstatistical evaluation shall be used for the acceptance of HMA for this project. 14 <br /> 15 <br />The Equivalent Single Axle Load (ESAL) for the mix design for the following area: 16 <br /> 17 <br />Broadway – 7,000,000.00 18 <br />Hewitt – 7,500,000.00 19 <br />Rucker Avenue – 8,500,000.00 20 <br /> 21 <br />The mix design will be the initial JMF for the class of HMA. The contractor may request a 22 <br />change in the JMF. Any adjustment to the JMF will require the approval of the Project 23 <br />Engineer and may be made in accordance with Section 9 -03.8(7). 24 <br /> 25 <br />5-04.3(9) HMA Mixture Acceptance 26 <br />Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. 27 <br /> 28 <br />Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial 29 <br />Evaluation is specified. 30 <br /> 31 <br />Commercial evaluation will be used for Commercial HMA and for other classes of HMA 32 <br />in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, 33 <br />gores, prelevel, temporary pavement, and pavement repair. Other nonstructural 34 <br />applications of HMA accepted by commercial evaluation shall be as approved by the 35 <br />Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the 36 <br />option of the Engineer. 37 <br /> 38 <br />The mix design will be the initial JMF for the class of HMA. The Contractor may request a 39 <br />change in the JMF. Any adjustments to the JMF will require the approval of the Engineer 40 <br />and may be made in accordance with this section. 41 <br /> 42 <br />HMA Tolerances and Adjustments 43 <br />1. Job Mix Formula Tolerances – The constituents of the mixture at the time of 44 <br />acceptance shall be within tolerance. The tolerance limits will be established as 45 <br />follows: 46 <br />For Asphalt Binder and Air Voids (Va), the acceptance limits are determined 47 <br />by adding the tolerances below to the approved JMF values. These values 48