8−83
810.04 Method of Measurement.
810.04.1 Bar Reinforcement and Spiral Wire. "Bar Reinforcement" and "Spiral Wire", both plain and deformed and galvanized and uncoated, will be measured by the total number of pounds of each type actually placed in accordance with the Plans and/or as directed by the Engineer. The weight of plain or deformed bars will be computed using the unit weights indicated in the AASHTO LRFD Bridge Design Specifications. The weight of clips, ties, separators, chairs, mechanical splices, or other material used for fastening the reinforcing in place shall not be included for payment. No allowance will be made for the weight of the galvanizing in computing the weight of
galvanized bar reinforcement. 810.04.2 Wire Fabric Reinforcement. "Welded Wire Fabric Reinforcement," galvanized and uncoated, will be measured by the number of square f eet actually installed in accordance with the Plans and/or as directed by the Engineer. Galvanized coating of fabric reinforcement will not be measured separately for payment. 810.05 BASIS OF PAYMENT.
810.05.1 Bar Reinforcement and Spiral Wire. The accepted quantities of "Bar Reinforcement"
and "Spiral Wire" will be paid for at their respective contract unit prices per pound as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials, equipment and incidentals required to finish the work, complete and accepted by the Engineer. 810.05.2 Wire Fabric Reinforcement. The accepted quantities of "Wire Fabric Reinforcement" will be paid for at their respective contract unit prices per square foot as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials, equipment and incidentals required to finish the work, complete and accepted by the Engineer. SECTION 811 WEEP HOLES, PAVEMENT SUBDRAINS AND WALL DRAINS
811.01 DESCRIPTION. This work consists of the provision of weep holes through abutments and
walls; pavement subdrains through bridge decks; and wall drains behind abutments and walls, at the locations indicated on the Plans or as directed by the Engineer, all in accordance with these Specifications. 811.02 MATERIALS.
811.02.1 Weep Holes. Unless otherwise specified, weep holes shall be 4 inches in diameter,
Schedule 40 polyvinylchloride (PVC) pipe. 811.02.2 Pavement Subdrains. Unless otherwise specified in the Special Provisions, pavement