5-64 by the Contractor or their suppliers as a result of the require ments in these specifications will be considered incidental to, and included in, the Contract unit price per pound or lump sum price. When reinforcing steel schedules are required, they shall be co nsidered incidental to the related Contract items. Payment for work associated with revis ions to the reinforcing steel schedule, required when the Department allows the use of precas t concrete deck panels, or any other significant changes that affect the quantity of reinf orcing steel, shall be considered incidental to related Contract items. The accepted quantity of welded steel wire fabric will be paid for at the Contract unit price per pound or by the lump sum, in place, complete and acce pted. The accepted quantity of mechanical and/or welded splices will be paid for at the Contract unit price each, complete and accepted, for each type specified. Payment will not be made for any materials used to hold reinfor cement in place or for extra weight due to substitutions and splices made for the Cont ractor's convenience. When reinforcing steel is speci fied to be anchored into drilled holes, no additional payment will be made for drilling and anchoring reinforcing ste el or cutting of reinforcing steel to embedment lengths. Payment for additional material samples, as required for testin g by the Department, shall be considered incidental to related Contract items. Payment will be made under: Pay Item Pay Unit
503.12 Reinforcing Steel, Fabricated and Delivered Pound
503.121 Reinforcing Steel, Fabricated and Delivered Lump Sum
503.13 Reinforcing Steel, Placing P ound
503.131 Reinforcing Steel, Placing L u m p S u m
503.14 Epoxy-Coated Reinforcing Steel, Pound
Fabricated and Delivered, 503.141 Epoxy-Coated Reinforcing Steel, L u m p S u m Fabricated and Delivered
503.15 Epoxy-Coated Reinforcing Steel, Placing Pound
503.151 Epoxy-Coated Reinforcing Steel, Placing Lump Sum
503.16 Welded Steel Wire Fabric, Complete in place Pound
503.161 Welded Steel Wire Fabric, Complete in place Lump Sum
503.17 Mechanical/Welded Splice E a c h
503.19 Low-Carbon Chromium Reinforcement, P ound
F a b r i c a t e d a nd Delivered 503.191 Low-Carbon Chromium Reinforcement, L u m p S u m 5-65 F a b r i c a t e d a nd Delivered
503.20 Low-Carbon Chromium Reinforcement, Placing Pound 503.201 Low-Carbon Chromium Reinforcement, Placing Lump Sum 503.22 Zinc-Coated (Galvanized) Reinforcing Steel, Pou nd
F a b r i c a t e d a nd Delivered 503.221 Zinc-Coated (Galvanized) Reinforcing Steel, Lum p Sum F a b r i c a t e d a nd Delivered
503.23 Zinc-Coated (Galvanized) Reinforcing Steel, Placing Pou nd
503.231 Zinc-Coated (Galvanized) Reinforcing Steel, Placing Lum p Sum
503.26 Stainless Steel Reinforcement, P ound
Fabricated and Delivered 503.261 Stainless Steel Reinforcement, L u m p S u m Fabricated and Delivered
503.27 Stainless Steel Reinforcement, Placing P ound
503.271 Stainless Steel Reinforcement, Placing L u m p S u m
503.28 Zinc and Epoxy Dual-Coated Reinforcing Steel, Pound F a b r i c a t e d a nd Delivered
503.281 Zinc and Epoxy Dual-Coated Reinforcing Steel, Lump Su m F a b r i c a t e d a nd Delivered
503.29 Zinc and Epoxy Dual-Coated Reinforcing Steel, Pound P l a c i n g 503.291 Zinc and Epoxy Dual-Coated Reinforcing Steel, Lump Su m
P l a c i n g SECTION 504 STRUCTURAL STEEL GENERAL REQUIREMENTS
504.01 Description This work shall consist of detailing, fabri cating and erecting
structural steel bridges, ancillary bridge products and other s teel structures. Materials, workmanship, inspection and documentation not specifically addr essed by this Specification shall done be in accordance with the applicable sections of the AASHTO/AWS D1.5 Bridge Welding Code including Commentar y (the D1.5 Code), the AASHTO G uide Specification For Highway Bridge Fabrication with HPS 70W (HPS 485W) STEEL (t he Fab Guide) and other Standards and Specifications referenced herein. ALL REQUIREMENTS IN THIS SPECIFICATION ARE THE RESPONSIBILITY O F THE CONTRACTOR UNLESS NOTED OTHERWISE.
504.02 Materials Materials shall meet the requirements of the following sections of
Division 700 — Materials:
S t r u c t u r a l S t e e l 713.01 Heavy-Hex Structural Bolts, Washers, Nuts and DTI’s 713.02