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Specifications - City of Montpelier, Vermont

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<strong>Montpelier</strong> District Heating<strong>City</strong> <strong>of</strong> <strong>Montpelier</strong>, VTIssue Date:September 28, 2012Title:02550 – CurbingPage #:10 <strong>of</strong> 13D. Curing: The precast curb units shall be subjected to any one <strong>of</strong> the methods <strong>of</strong> curingprescribed in AASHTO M 199M/M 199, for a sufficient length <strong>of</strong> time so that theconcrete will develop the specified compressive strength at 28 days or less. Liquidmembraneforming compounds will not be allowed.2.18 BITUMINOUS CONCRETE CURB:Bituminous concrete curb shall consist <strong>of</strong> blended aggregate, polyester fibers, performancegraded asphalt binder, and mineral filler if required, combined in such proportions that theresulting mixture conforms to the requirements <strong>of</strong> <strong>Vermont</strong> Agency <strong>of</strong> Transportation Standard<strong>Specifications</strong> for Construction Subsection 406.03(a), Type IV except that the percent <strong>of</strong>performancegraded asphalt binder shall be between 7.0 and 9.0 percent.A. Aggregate: The aggregate shall conform to the requirements <strong>of</strong> <strong>Vermont</strong> Agency <strong>of</strong>Transportation Standard <strong>Specifications</strong> for Construction Subsection 704.10.B. PerformanceGraded Asphalt Binder: The grade <strong>of</strong> performancegraded asphalt bindershall be as directed by the Engineer and shall conform to the requirements as previouslynoted.C. Polyester Fibers: The type <strong>of</strong> fiber used shall be approved by the Materials and ResearchSection. The fiber shall be uniformly incorporated into the dry mix. The fiber percentused shall be 0.25 percent per ton <strong>of</strong> mix. Dry mix times shall be increased to thesatisfaction <strong>of</strong> the Engineer.PART 3EXECUTION3.1 GENERALA. REMOVING AND RESETTING CURB:1. Salvage <strong>of</strong> Curbing: The Contractor shall carefully remove, store, and clean anycurbing specified for resetting. Any existing curbing to be reset that is lost,damaged, or destroyed as a result <strong>of</strong> the Contractor’s operations, or failure tostore and protect it in a manner that would prevent its loss or damage, shall bereplaced at the Contractor’s expense.2. Placing: Excavation, setting joints, and backfilling shall be in accordance withspecifications for the type <strong>of</strong> curb being removed and reset.3. Cutting and Fitting: Cutting, fitting, or dressing may be necessary in order toinstall the curbing at the locations directed.4. Joints: All sections shall be placed so that the maximum opening betweensections is not more than 1 inch (25 mm) wide for the entire top and face. AnyCURBING 02550 10

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