Specifications include, but are not limited to: 3.1.1 Plank Beams 3.1.1.1 Plank Beams must be 12”X4’X23’-6” Prestressed Solid Slab Design. 3.1.1.2 Plank Beams must meet specifications as set forth in Final Plan (attached). 3.1.1.3 Plank Beams must be compatible with specified attachments set forth in Final Plan (attached). 3.1.2 Post Tensioning Bars 3.1.2.1 Post Tensioning Bars must be 1”. 3.1.2.2 Post Tensioning Bars must be threaded and come with all plate, hex nuts and other hardware as set forth in Final Plan (attached) 3.1.3 Guardrail Mounting Brackets 3.1.3.1 Guardrail Mounting Brackets must be Type A and meet all specifications as set forth in Final Plan 3.1.4 Guardrail Posts 3.1.4.1 Guardrail posts must be 6”X44.5” (W6X9) AASHTD M27D, GR36 3.1.4.2 Guardrail Posts must be Galvanized AASHTO M111 Coated 3.1.4.3 Guardrail Posts must meet all specifications as set forth in Final Plan 3.1.5 Elastomeric Bearing Pads 3.1.5.1 Elastomeric Bearing Pads must be provided in two sizes. 3.1.5.1.1 ¾”X5”X3’-4” 3.1.5.1.2 ¾”X5”X1’-8” 3.1.5.2 Elastomeric Bearing Pads must meet all specifications as set forth in Final Plan
