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Edgewater Creek Bridge Replacement November 2023 122 mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-1 04.3(11), the material removed will not be measured. 2 3 Roadway cores will be measured per each for the number of cores taken. 4 5 Preparation of untreated roadway will be measured by the mile once along the centerline 6 of the main line Roadway. No additional measurement will be made for ramps, Auxiliary 7 Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 8 0.01 mile. 9 10 Soil residual herbicide will be measured by the mile for the stated width to the nearest 11 0.01 mile or by the square yard, whichever is designated in the Proposal. 12 13 Pavement repair excavation will be measured by the square yard of surface marked prior 14 to excavation. 15 16 Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. 17 18 Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, 19 whichever is designated in the Proposal. 20 21 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. 22 23 Longitudinal joint seals between the HMA and cement concrete pavement will be 24 measured by the linear foot along the line and slope of the completed joint seal. 25 26 Planing bituminous pavement will be measured by the square yard. 27 28 Temporary pavement marking will be measured by the linear foot as provided in Section 29 8-23.4. 30 31 Water will be measured by the M gallon as provided in Section 2-07.4. 32 33 5-04.5 Payment 34 Payment will be made for each of the following Bid items that are included in the 35 Proposal: 36 37 “HMA Cl. ___ PG ___”, per ton. 38 39 “HMA for Approach Cl. ___ PG ___”, per ton. 40 41 “HMA for Preleveling Cl. ___ PG ___”, per ton. 42 43 “HMA for Pavement Repair Cl. ___ PG ___”, per ton. 44