Table 806 -3 Lap Splice Length for Grade 60 Steel Bar No. Lap Splice Length (inches) 11 46 806.07 MEASUREMENT. Quantities of deformed reinforcing steel will be the design quantities as specified on the plans. Design quantities are based on theoretical weights in accordance with ASTM A615 as shown in Table 806 -4: Table 806 -4 Reinforcing Bar Weights Bar No. Weight Lb/Lin Ft 0.376 0.668 1.043 1.502 2.044 2.670 3.400 4.303 5.313 7.650 13.600 Measurement and payment of structural shapes used as reinforcement will be made in accordance with Section 807 Structural Metals on a lump sum basis. Measurement and payment of mechanical splices will be based per each. The following will not be measured for payment:
1.Reinforcement furnished for testing purposes.
2.Additional reinforcement used for laps in splices other than those shown on the plans.
3.Mechanical splices not shown on the plans.
4.Welded Splices.
5.Additional weight of reinforcement used at the contractor's request as substitutions for reinforcement shown on the plans.
6.Additional weight of reinforcement used for bracing and additional support.
7.Spacers, clips, bar supports ( chairs ), and other material used in installing reinforcement.
8.Additional weight of coating or cleaning and coating repair. 806.08 PAYMENT. Payment for reinforcing steel will include all labor, materials, testing, and equipment required to complete the accepted item. Payment will be made at the contract unit price under: Item No. Pay Item Pay Unit
806-01 Deformed Reinforcing Steel Pound
806-02 Deformed Reinforcing Steel (Corrosion Resistant) Pound
806-03 Deformed Reinforcing Steel Mechanical Splice Each
Source: Louisiana Standard Specifications for Roads and Bridges, 2016 Edition. Pages 700–700 of 1,145.