8 EA Pre-Stressed Bridge Beam Slab 4’ x 31’8”. 1. DESIGN LOADING: HL93 2. DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN (LRFD) 3. AASHTO 2024 LRFD BRIDGE DESIGN SPECIFICATION, AS AMENDED NHDOT 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED 4. REINFORCING STEEL: AASHTO M31 (ASTM A615) GRADE 60, EPOXY COATED 5. CONCRETE: PRECAST CONCRETE SOLID SLABS f'c = 6000 psi AT 28 DAYS PRESTRESSED SLAB NOTES 1. THE QUALITY OF MATERIALS, PROCESS OF MANUFACTURE, AND COMPLETED SLABS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE ENGINEER. 2. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH 105.02 FOR ALL: PRECAST COMPONENTS. THESE DRAWINGS SHALL SHOW REINFORCEMENT TYPE, SIZE, LOCATION, LIFTING AND LIFT HARDWARE DRAWINGS SHALL BE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER AND BE ACCOMPANIED BY ALL DESIGN CALCULATIONS (LOAD AND RESISTANCE FACTOR DESIGN SHALL BE APPLIED). 3. THE TOP SURFACE OF THE BEAMS SHALL BE RAKED TRANSVERSELY TO A 0.25" AMPLITUDE
