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prior to placing the final wearing course. Do not manipulate any embankment material on a <br />pavement surface. <br />When shoulder dressing is underway adjacent to a pavement lane being used to <br />maintain traffic, exercise extreme care to avoid interference with the safe movement of traffic. <br />120-12 Method of Measurement. <br />120-12.1 Excavation: Excavation will be paid for by volume, in cubic yards, calculated <br />by the method of average end areas, unless the Engineer determines that another method of <br />calculation will provide a more accurate result. The material will be measured in its original <br />position by field survey or by photogrammetric means as designated by the Engineer. <br />Measurement for payment will include the excavation of unsuitable material, lateral ditch <br />excavation, channel excavation, and excavation for structures and pipe. Payment will not be <br />made for excavation or embankment beyond the limits shown in the plans or authorized by <br />the Engineer. <br />120-12.2 Embankment: Measurement will be made on a loose volume basis, as <br />measured in trucks or other hauling equipment at the point of dumping on the road. Payment <br />will not be made for embankment beyond the limits shown in the plans or authorized by the <br />Engineer. <br />120-13 Basis of Payment. <br />120-13.1 General: Prices and payments for the work items included in this Section will <br />be full compensation for all work described herein, including excavating, dredging, hauling, <br />placing, and compacting; dressing the surface of the earthwork; and maintaining and <br />protecting the complete earthwork. <br />120-13.2 Excavation: The total quantity of all excavation specified under this Section <br />will be paid for at the Contract unit price for Excavation. No payment will be made for the <br />excavation of any materials which are used for purposes other than those shown in the plans <br />or designated by the Engineer. No payment will be made for materials excavated outside the <br />lines and grades given by the Engineer, unless specifically authorized by the Engineer. <br />120-13.3 Embankment: The total quantity of embankment specified in this Section will <br />be paid for at the Contract unit price for embankment. No payment will be made for materials <br />which are used for purposes other than those shown in the plans or designated by the <br />Engineer. No payment will be made for materials placed outside the lines and grades given by <br />the Engineer. <br />SECTION 344 <br />LOCAL AGENCY PROGRAM CONCRETE <br />344-1 Description. <br />344-1 General: Construct Local Agency Program (LAP) Concrete based on the type of <br />work as described in the Contract and the Concrete Work Categories as defined below. <br />344-1.2 Work Categories: Construction of LAP concrete elements will fall into one of <br />the following Concrete Work Categories: <br />344-1.2.1 Concrete Work Category 1: Includes the construction of sidewalks, <br />curb and gutter, ditch and slope pavement, or other non -reinforced cast -in- place or precast <br />elements. <br />01025-31 Technical Specifications <br />FAPublic Works\ENGINEERING DIVISION PROJECTS\0455-8th Street Sidewalk Improvements 18th Ct to Old DixieWdmim\bid <br />documents\Technical Specifications.doc <br />