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Beams Designed for HS 20-44 Loading In accordance with AASHO 1073 Specs*
Concrete Design Sttength to be 5000 psi at 28 d*,D
G"Gncrete Streqgth -L) be 4000 psi before prestressing force is appliedo
Ends of-4re3nz to be waterproofed over cable arejo
Outside face of outside beams to be RUB -30o
T) Beams to be supported over bearing area while stored and transported*
Indiana /state Higkviay 6tandard PB - 6 aLhd 10 to be used with this plan,*,
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Beams Designed for HS 20-44 Loading In accordance with AASHO 1073 Specs*
Concrete Design Sttength to be 5000 psi at 28 d*,D
G"Gncrete Streqgth -L) be 4000 psi before prestressing force is appliedo
Ends of-4re3nz to be waterproofed over cable arejo
Outside face of outside beams to be RUB -30o
T) Beams to be supported over bearing area while stored and transported*
Indiana /state Higkviay 6tandard PB - 6 aLhd 10 to be used with this plan,*,
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