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