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Page 4 to consist of 5,500 PSI Class IV concrete and Grade 60 uncoated reinforcing. 17. Furnish and Install 13 ea. precast and prestressed Florida I-36 Beams for the interior beams. I Beams to be installed with the required Neoprene Bearing Pads and set on the CIP pedestals and shall be cast with Class V 6,500 psi concrete. Beams shall be temporarily braced until diaphragms are cast. 18. Furnish and Install 10 ea. precast and prestressed Rectangular Haunched beams for the outer beams for each span. Haunched Beams to be installed with the required Neoprene Bearing Pads and set on the CIP pedestals and shall be cast with Class V 6,500 psi concrete. Beams shall be temporarily braced until diaphragms are cast. 19. Furnish and Place 8” thick cast in place concrete bridge deck. Concrete to be placed with a2% crown and galvanized stay in place forms shall be used. The bridge Girders shall be monitored from the time of placement through concrete deck placement to verify if the deflection occurs as predicted. In the event that deflection is more or less than predicted, then the engineer shall be notified. The concrete decking shall be raised or lowered to accomdate for deviations in anticipated deflection. Concrete deck shall have electrical conduit installed prior to concrete placement. Deck concrete shall Class IV 5,500 PSI concrete with grade 60 uncoated reinforcing. After concrete curing, bridge floor shall receive V-grooving in accordance with a Class 4 Floor finish. 20. Form and place Cast in Place Concrete approach slabs at each abutment. Approach slabs to have a step to allow for 1½” asphalt overlay. 21. Structural Asphalt concrete from approach slab to match existing roadway 22. Form and place all incidental superstructure concrete with Class IV 5,500 PSI concrete and grade 60 uncoated Reinforcing. Incidental concrete includes all beam diaphragms, endwalls, sidewalls, backwalls, closure pours, expansion joints, etc. 23. Form and place 32” FDOT traffic railing on east side of bridge with Class IV 5,500 PSI and grade 60 uncoated reinforcing. Traffic railing to be cast with double 4” FPL conduit, conduit provided by FPL but installed prior to concrete placement. Attached to traffic railing is 1½” ADA Grab Handrail and Special Height Bicycle railing 24. Form and place special traffic railing on west side of bridge with Class IV 5,500 PSI and grade 60 uncoated reinforcing. Traffic railing to be cast with double 4” FPL conduit, conduit provided by FPL but installed prior to concrete placement and include Special Height Bicycle railing 25. Furnish Install and Backfill S-101 Drainage Control Structure with approximately 391 lf. of 12”x18” RCP and approximately 8 lf of 18” RCP and approxiamately356 LF of 5’x4’ exfiltration trench and one Ditch Bottom Inlet. Core drill and connect to existing drainage structure. 26. Furnish, Install and backfill S-102 Man Hole 27. Furnish, Install and backfill S-103 Manhole Pipe consisting of approximately 65 LF of 18” RCP 28. Furnish, Install and Backfill S-104 Catch Basin Pipe consisting of approximately 15 LF of 18” RCP 29. Furnish, Install and backfill S-105 Curb Inlet Pipe consisting of approximately 21 LF of 18” RCP