5-55 4,750 to 4,999 ($25) 3,900 to 3,999 ($60) 2,900 to 2,999 ($10) 2,900 to 2,999 ($10) 4,500 to 4,749 ($40) 3,800 to 3,899 ($80) 2,800 to 2,899 ($20) 2,800 to 2,899 ($20) 4,250 to 4,499 ($55) 3,700 to 3,799 ($100) 2,700 to 2,799 ($30) 2,700 to 2,799 ($30) 4,000 to 4,249 ($70) 3,600 to 3,699 ($120) 2,600 to 2,699 ($40 ) 2,600 to 2,699 ($40) < 4,000 (Removal) < 3,600 (Removal) 2,500 to 2,599 ($50) 2,500 to 2,599 ($50) < 2,500 (Removal) < 2,500 (Removal) Surface Resistivity {Permeability i n KOhm-cms and Pay Reduction per CY} 15-16 ($50) 13 ($25) N/A N/A 13-14 ($75) 12 ($50) N/A N/A 12 ($100) 11 ($75) N/A N/A 11 ($125) 10 ($100) N/A N/A < 11 (Removal) < 10 (Removal) N/A N/A Entrained Air {Air Range in Percent and Pay Reduction per CY} < 3.5 (Removal) < 3.5 (Removal) N/A < 3.5 (Removal) 3.5 to 3.9 ($100) 3.5 to 3.9 ($100) N/A 3.5 to 3.9 ($20) 4.0 to 4.4 ($75) 4.0 to 4.4 ($75) N/A 4.0 to 4.4 ($15) 4.5 to 4.9 ($50) 4.5 to 4.9 ($50) N/A 4.5 to 4.9 ($10) 5.0 to 8.0 Acceptable 5.0 to 8.0 Acceptable N/A 5.0 to 8.0 Acce ptable 8.1 to 8.5 ($25) 8.1 to 8.5 ($25) N/A 8.1 to 8.5 ($10) 8.6 to 9.0 ($50) 8.6 to 9.0 ($50) N/A 8.6 to 9.0 ($15) 9.1 to 9.5 ($75) 9.1 to 9.5 ($75) N/A 9.1 to 9.5 ($20) > 9.5 (Removal) > 9.5 (Removal) N/A > 9.5 (Removal) * A l l R a n g e s A r e I n c l u s i v e Payment will be made under: Pay Item Pay Unit
502.21 Structural Concrete, Abutments and Retaining Walls Cubic Yard
502.219 Structural Concrete, Abutments and Retaining Walls Lump Sum
502.22 Structural Concrete, Abutments and Retaining Walls
(placed under water) Cubic Yard 502.229 Structural Concrete, Abutments and Retaining Walls (placed under water) Lump Sum
502.23 Structural Concrete Piers Cubic Yard
502.239 Structural Concrete Piers Lump Sum 502.24 Structural Concrete Piers (placed under water) Cubic Ya rd 502.249 Structural Concrete Piers (placed under water) Lump Sum
502.25 Structural Concrete Superstructure Slab Lump Sum 502.26
502.261 Structural Concrete Roadway and Sidewalk Slab on Steel Bridges Structural Concrete Roadway and Sidewalk Slab on Concrete Bridges Lump Sum Lump Sum 5-56
502.27 Structural Concrete Superstructure T-beam Type Lump Sum
502.28 Structural Concrete Rigid Frame Structures Cubic Yard 502.289 Structural Concrete Rigid Frame Structures Lump Sum 502.29 Structural Concrete Wearing Surface on Bridges Lump Sum 502.291 Saw Cut Grooving Lump Sum 502.30 Structural Concrete Box Culvert Lump Sum 502.31 Structural Concrete Approach Slab Lump Sum 502.32 Structural Concrete Culvert End wall Cubic Yard 502.33 Structural Concrete Culvert End wall Lump Sum 502.40 Structural Concrete Box Culvert Cubic Yard 502.41 Structural Concrete Superstructure Slab Cubic Yard 502.42 Structural Concrete Roadway and Sidewalk Slab on
Steel Bridges Cubic Yard
502.43 Structural Concrete Superstructure T-beam Type Cubic Yar d
502.44 Structural Concrete Wearing Surface on Bridges Cubic Yar d
502.45 Structural Concrete Approach Slab Cubic Yard 502.46 Structural Concrete Culvert Connection Cubic Yard
502.49 502.565 Structural Concrete Curbs and Sidewalks
Concrete Fill Lump Sum Cubic Yard SECTION 503 - REINFORCING STEEL
503.01 Description This work shall consist of furnishing and p lacing reinforcing steel
bars (plain, galvanized, stainless, epoxy-coated, zinc and epox y dual-coated, or low-carbon chromium), welded wire fabric and mechanical/welded reinforcing steel splices in accordance with these specifications and other applicable Contr act Documents.
503.02 Materials Materials shall meet the requirements of the following Sections of
Division 700 — , Materials:
Reinforcing Steel 709.01 W e l d e d S t e e l W i r e F a b r i c 709.02
503.03 Schedule of Material When the Department does not furni sh reinforcing steel
schedules, the Contractor shall submit order lists, bending dia grams and bar layout drawings to the Resident for approval. T he reinforcing steel shall not be ordered until these lists and drawings are approved. Approval shall not relieve the Contract or of full responsibility for the satisfactory completion of this item. When the Department allows the use of precast concrete deck panels, or any other significant changes that aff ect the quantity of reinforcing steel, the Contractor shall be r esponsible for revising the rei nforcing steel schedule; the revised schedule shall be submitted to the Resident for approva l.