Cast-in-Place Concrete Connections for Precast Deck Systems (2011) / Chapter Skim
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Pages 677-700
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E-i Appendix E Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations
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E-1 E.1 Concept 1 Laboratory Specimen Instrumentation Designation The instrumentation for the concept 1 laboratory specimen was labeled as described in this section as documented by Smith et al.
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E-2 5. The fifth character indicated where the gage was located in the depth of the cross section.
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E-3 7. The seventh character indicated the number of the gage at that position.
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E-4 Table E.1: Measured global gage locations for instruments in the concept 1 laboratory bridge specimen (in.) X from CL pier (E+)
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E-5 X from CL pier (E+) ;Y from joint (N+)
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E-6 X from CL pier (E+) ;Y from joint (N+)
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E-7 X from CL pier (E+) ;Y from joint (N+)
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E-8 X from CL pier (E+) ;Y from joint (N+)
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E-9 X from CL pier (E+) ;Y from joint (N+)
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E-10 X from CL pier (E+) ;Y from joint (N+)
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E-11 X from CL pier (E+) ;Y from joint (N+)
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E-12 X from CL pier (E+) ;Y from joint (N+)
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E-13 X from CL pier (E+) ;Y from joint (N+)
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E-14 X from CL pier (E+) ;Y from joint (N+)
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E-15 X from CL pier (E+) ;Y from joint (N+)
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E-16 X from CL pier (E+) ;Y from joint (N+)
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E-17 X from CL pier (E+) ;Y from joint (N+)
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E-18 X from CL pier (E+) ;Y from joint (N+)
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E-19 X from CL pier (E+) ;Y from joint (N+)
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E-20 X from CL pier (E+) ;Y from joint (N+)
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E-21 X from CL pier (E+) ;Y from joint (N+)
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E-22 X from pier end of beam; Y from joint side of beam; Z from bottom of beam Gage X Y Z R1N-11L-1 266.25 60 7 R1N-11V-1 266.25 60 7 R1N-11S-1 266.25 60 7 R1N-51L-1 2.75 60 6.5 R1N-51V-1 2.75 60 6.5 R1N-51S-1 2.75 60 6.5 R1S-11L-1 266.75 60 6.25 R1S-11V-1 266.75 60 6.25 R1S-11S-1 266.75 60 6.25 R1S-51L-1 3.25 60 6.25 R1S-51V-1 3.25 60 6.25 R1S-51S-1 3.25 60 6.25 R2N-51L-1 2.5 60 7.5 R2N-51V-1 2.5 60 7.5 R2N-51S-1 2.5 60 7.5 R2N-11L-1 267.5 60 7 R2N-11V-1 267.5 60 7 R2N-11S-1 267.5 60 7 R2S-11L-1 265 60 7 R2S-11V-1 265 60 7 R2S-11S-1 265 60 7 R2S-51L-1 2.75 60 7.25 R2S-51V-1 2.75 60 7.25 R2S-51S-1 2.75 60 7.25
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E-23 X from pier end of beam; Y from joint side of beam; Z from bottom of beam Gage X Y Z F1N-1MV-1a 267 58.25 6.75 F1N-1MV-2a 265 58.25 6.75 W1N-5MV-1b 2.25 57.5 6.5 W1S-1MV-1c 266.5 49.5 7.5 W1S-1MV-1d 266.75 58 5.5 W1S-1MV-2c 264.5 49.5 7.5 W1S-1MV-2d 264.75 58 5.5 W1S-5MV-1a 2.25 58 5.75 W1S-5MV-2a 3.5 58 5.75 W2N-5MV-1a 1 58 5.5 W2N-5MV-2a 5 58 5.5 W2N-1MV-1b 267 58 6 W2S-1MV-1a 266 58 6 W2S-1MV-2a 264 58 6.25 W2S-5MV-1c 2.75 49 7 W2S-5MV-1d 3 58 7.25 W2S-5MV-2c 5 49 7 W2S-5MV-2d 5 58 7.25
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