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The item is a reinforcement detailing reference rather than a built reinforcing-bar item.
How the sheets named it
Notes on the sheets that carry it
- p22 - 55'-0" AASHTO TYPE II PSC BEAM SPANS --- SPECIAL DESIGN
- p21 - 82'-0" AASHTO TYPE III PSC BEAM SPAN --- SPECIAL DESIGN
- p22 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS --- SPECIAL DESIGN
- p22 - CONCRETE INTERMEDIATE BENTS --- SPECIAL DESIGN
- p24 - END POST AND GUARDRAIL ATTACHMENT DETAIL --- GA. STD. 3054 (9-30-02)
- p2(L = 4'-3"; W = 1'-1"; H = 3'-6")
- p2(L = 4'-6"; W = 1'-1"; H = 3'-6")
- p2BAR BENDING DETAILS --- GA. STD. 3901 (8-69)
- p2CHAIN LINK WIRE FENCE --- GA. STD. 9031N (8-13-85)
- p2TYPICAL FILL DETAIL AT END OF BRIDGE --- GA. STD. 9037 (9-99)
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r02 typical fill detail at end of bridge gaNotes
- bar bending detail referenceReference to GA. STD. 3901 (8-69)
55'-0" Span length82'-0" Span length4'-3" Length1'-1" Width3'-6" Height4'-6" Length1'-1" Width3'-6" Height
p02_r02Notes
- reinforcing bar bending detailreinforcing steelper GA. STD. 3901 (8-69)
55'-0" ft-in span length82'-0" ft-in span length4'-3" ft-in end post/guardrail attachment dimension L1'-1" ft-in end post/guardrail attachment dimension W3'-6" ft-in end post/guardrail attachment dimension H4'-6" ft-in end post/guardrail attachment dimension L1'-1" ft-in end post/guardrail attachment dimension W3'-6" ft-in end post/guardrail attachment dimension H