Bridge Deck Clause Samples
Bridge Deck. The records of the Department’s Bridge Deck Evaluation Report using Ground Penetrating Radar (GPR) may be inspected at or ordered through the Department’s plan file room, ▇▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇▇,
Bridge Deck. 37 All structural deck slabs must be concrete. Developer shall minimize the number of deck joints 38 wherever possible. Aluminum, finger, or sliding plate bridge joints must not be used. The bridge 39 deck designs must:
Bridge Deck. 32 All structural deck slabs must be concrete. Developer shall minimize the number of deck joints 33 wherever possible. Aluminum, finger, or sliding plate bridge joints must not be used. The bridge 34 deck designs must:
35 A. Be controlled by Service Limit State I;
36 B. Be considered elastic for bridge deck behavior;
37 C. Be designed by the working stress method;
38 D. Have allowable tensile stress in reinforcing steel, fs, be limited to 24 ksi; and
39 E. Have a minimum clear cover for reinforcing steel in new deck slabs of 2-½-.5-inches for 40 top reinforcement and 1-inch for the bottom reinforcement for corrosion protection. 41 New bridge deck thicknesses must be designed in ½-0.5-inch increments with the minimum 42 thicknesses shown in Table 455-3. Effective span lengths greater than 13 feet is not be allowed. S (feet) ≤7 7< and ≤8.5 8.5< and ≤10 10< and ≤11.5 11.5< and ≤13 t (inches) 8.0 8.5 9.0 9.5 10.0