2023-470-E-AMS-Turner Asphalt-Sportsplex parking lot resurfacing

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surfacing or resurfacing material over the concrete. This time period will not be required where the strength of the concrete is at least 2,500 psi as evidenced by nondestructive tests made in place by a rebound hammer in accordance with ASTM C805. Thoroughly compact backfill of other excavated areas. In areas to be opened to traffic, construct a temporary ramp of asphalt plant mix 360° around the adjusted structures within one calendar day after completing the adjustment. Construct the ramp with a tapered slope of not less than one foot per inch of height in traffic sections with a speed limit of less than 35 mph and 1.5 ft per inch of height to a maximum of 3 ft from the structure in traffic sections with a speed limit of 35 mph or higher. Construct the ramp using any type of asphalt surface course plant mix meeting the requirements of any job mix formula issued by the Department for a Department project. Compact to an approved density. Place bituminous plant mix flush with the top of the raised structure within 7 days after raising the structure. Make the adjustments before the final layer of surfacing material is placed in areas to be surfaced or resurfaced. Salvage and reuse existing frames, grates, manhole covers, rings, meter boxes and valve boxes in the adjustment. MEASUREMENT AND PAYMENT Adjustment of Drop Inlets will be measured and paid in units of each for drop inlets satisfactorily adjusted. Adjustment of Manholes will be measured and paid in units of each for manholes satisfactorily adjusted. Adjustment of Meter Boxes or Valve Boxes will be measured and paid in units of each for meter boxes or valve boxes satisfactorily adjusted. Where any drop inlet, manhole, meter box or valve box is adjusted more than once because of milling operations, multiple adjustments will be counted as one adjustment. Where a manhole, drop inlet, meter box or valve box is raised more than 2 ft, the number of linear feet exceeding 2 ft that such structure has been raised will be measured and paid per linear foot as provided in Article 840 4 for Masonry Drainage Structure. Measurement will be made by subtracting the elevation at the highest point of the original structure from the elevation at the highest point of the adjusted structure and then subtracting 2 ft from the results. Such price includes, but is not limited to, excavation and backfilling, removal of a portion of the existing structure, brick masonry, mortar, grout, concrete, reinforcing steel, fittings, furnishing and hauling asphalt plant mix and any other materials and placing, maintaining, removing and disposing of traffic ramps. Pay Item Pay Unit Adjustment of Manholes EA Adjustment of Drop Inlets EA Adjustment of Meter Boxes or Valve Boxes EA SEAL EXISTING PAVEMENT CRACKS AND JOINTS .DESCRIPTION The work consists of sealing existing longitudinal and transverse pavement cracks and joints with hot applied joint sealer at locations as directed by the Engineer. The Contractor will not be required to seal the existing edge joints. 109 DocuSign Envelope ID: 797C32F6-C1CE-44EB-BF17-813A5939396C