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the County may direct the Contractor to remove the material and replace it with Granular Base Material meeting the requirements of these specifications. 5. Basis of Payment a. Mobilization for Reclaiming: No payment for mobilization shall be due for returning the equipment to the site when it has been removed and returned for the Contractor's own purposes or because of breakdowns and repairs, weather delays, labor problems, accidents, or the like, or when work has been resumed after being stopped by the County because of unsatisfactory materials, equipment, or performance. Payment for Mobilization shall be Lump Sum for the project. b. Reclaimed Asphalt Base: In place and accepted, shall be paid for at the contract unit price per square meter or square yard, as indicated in the Bid Sheet. The area of work for the purpose of payment shall be the overall length of each reclaimed lane times the specified total base width for the lane. The total base width shall include the widening width, if any, in which the reclaimer is to be used to blend new base material with the pulverized layers. Payment under this item shall be full compensation for all work included in or incidental to the reclaiming operation, for the grading, shaping, and compacting of the Reclaimed Asphalt Base, for the mix design study, for furnishing, delivering, and applying water, for applying and mixing and furnishing asphalt emulsion or other stabilizing agent as specified, and for all other work and material incidental to the reclaiming operation. Completed Base Course Testing — The Contractor shall perform a minimum of 8 tests of the completed base course to verify that the completed base course meets the specified minimum Structural Number of 1.8. Test locations shall be determined by the County. In the event that the minimum Structural Number is not achieved, the County may require corrective action, including the placement of additional asphalt structural course at the expense of the Contractor. c. Payment for Granular Base Material: This is included in the cost of the Reclaimed Asphalt Base. The Contractor shall determine how much if any granular base is required and shall include the cost for granular base in the cost of the Reclaimed asphalt base. d. Asphalt Emulsion: Emulsified asphalt, type CSS -1h, shall be uniformly incorporated in the layer at the rate specified by the Mix Design. Payment is in gallons of Asphalt Emulsion Type CSS -1 h. e. Manholes: Each manhole shall be protected during the reclamation process. After final pass of reclaimer and final compaction, manholes shall be adjusted to the appropriate height to accommodate the asphalt overlay finish grade. f. Water Shutoffs: Water shutoffs and other valves or shutoffs shall be protected during the reclamation process. After final pass of reclaimer and final compaction, water shutoffs and other valves and shutoffs shall be adjusted to the appropriate height to accommodate the asphalt overlay finish grade. g. Material/Removal: Material shall be removed from the roadway area in order to prepare for a desired final grade or removal of unsuitable material. Approximately 2- 1/2" removal shall be required off the top after initial pulverization. All suitable material shall be utilized in the asphalt pavement base course. 01025-20 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1362-OId Dixie Hwy Highland Dr\1-Admin\Bid Documents\Master Contract Documents\Technical Specifications.doc