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i <br /> I <br /> ( 1 made for the weight of asphalt binder, blending sand, mineral filler, or any other <br /> 2 component of the HMA. <br /> 3 <br /> � 4 If the Contractor elects to remove and replace HMA as allowed by Section 5- <br /> 5 04.3(8)A, the material removed will not be measured. <br /> � 6 <br /> 7 Preparation of Untreated Roadway will be measured by the mile once along the <br /> 8 centerline cf the main line roadway. No additional measurement will be made for <br /> 9 ramps, auxiliary lanes, service roads, frontage roads, or shoulders. Measurement <br /> I 10 will be to the nearest 0.01 mile. <br /> t 11 <br /> 12 No specific unit of ineasure will apply to the force account item of Crack Sealing. <br /> � 13 <br /> � 14 Soil Residual Herbicide will be measured by the mile for the stated width to the <br /> 15 nearest .01 mile or by the squa�e yard, whichever is designated in the proposal. <br /> � 16 <br /> I 17 Pavement Repair Excavation Incl. Haul will be measured by the square yard o( <br /> 18 surface marked prior to excavation. <br /> 19 <br />� 20 Asphalt for Prime Coat will be measured by the ton in accordance with Section 1- <br /> 21 09.2. <br /> 22 <br /> 23 Prime Coat Aggregate will be measured by the cubic yard, truck measure, or by the <br /> 24 ton, whichever is designated in the proposal. <br /> 25 <br /> � 26 Asphalt For Fog Seal will be measured by the ton, before dilution, in accordance <br /> 27 with Section 1-09.2. <br /> 28 <br /> i 29 Longitudinal Joint Seals between the HMA �nd cement concrete pavement will be <br /> 30 measured by the linear foot along the iine and slope of the completed joint seal. <br /> 31 <br /> f 32 Pianing Bituminous Pavement will be measured by the square yard. <br /> � 33 <br /> 34 Temporary Pavement Marking will be measured by the linear foot as provi�ed in <br /> i 35 Section 8-23.4. <br /> 36 <br /> 37 Removing Temporary Pavement Marking wili be measured by the linear foot as <br /> � 38 provided in Section 8-23.4. <br /> � 39 <br /> 40 Water will be measured by the M gallon as provided in Section 2-07.4. <br /> � 41 <br /> 42 No specific unit of ineasure will apply to the calculated item of Anti-Stripping <br /> 43 Additive. <br /> 44 <br /> � 45 No specific unit of ineasure will apply to the calculated item of Job Mix Compliance <br /> 46 Price Adjustmenl. <br /> 47 <br /> � 48 No specific unit of ineasure will apply to the calculated item of Compaction Price <br /> 49 Adjustment. <br /> 50 <br /> � PortotEverett FAWAT-01039 <br /> Satellite RaillBarge Transfer Facility Final Port Review DraR <br /> IPhase 1:Pier Construc0on 70 15 March 2005 <br />