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Cast-in-Place Concrete Connections for Precast Deck Systems (2011)

Chapter: Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations

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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
×
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
×
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
×
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Suggested Citation:"Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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E-i Appendix E Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations

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. (2008). An example designation is given in Figure E.1. 1. The first character indicated the type of gage. • C = VW concrete embedment gage • F = Strand resistive gage • M = Polyester Mold concrete resistive gage • P = Polyester Wire surface resistive gage • R = Rosette concrete resistive gage • S = VW spot-weldable gage • V = 120Ω waterproof resistive gage • W = 350Ω waterproof resistive gage 2. The second character indicated the span in which the gage was located. • 1 = West span • 2 = East span • D = CL Pier 3. The third character indicated the precast section within the span in which the gage was located. • N = North precast section • S = South precast section • J = Joint There was a hyphen after the third character. 4. The fourth character indicated the position of the gage along the precast section. • 1 = Pinned end of the beam • 2 = Outer quarter point • 3 = Midspan • 4 = Inner quarter point • 5 = Continuous end of the beam

E-2 5. The fifth character indicated where the gage was located in the depth of the cross section. Longitudinal Curvature Gages: Flange Region • 1 = Gage on strand • 2 = Gage at bottom of R/F cage • 3 = Gage on deck steel Web Region • 1 = Gage on strand • 2 = Gage on mild R/F in beam • 3 = Gage on deck steel Composite Action Gages (Additional to those used for longitudinal curvature): Flange Region • 5 = Gage at top of R/F cage Web Region • 4 = Gage half-way between strand and mild R/F Prestress Loss Gages: • 1 = Center of Gravity of Strands Transverse Gages: • 1 = Gage over flange • 2 = Gage over web corner Bursting Gages: • M = Mid-height of web 6. The sixth character indicated the orientation of the gage. • L = Longitudinal • T = Transverse • V = Vertical There was a hyphen after the sixth character.

E-3 7. The seventh character indicated the number of the gage at that position. For transverse gages, the numbering increased from south to north. For longitudinal gages, the numbering increased from the outside of the specimen to the middle of the specimen. For bursting rebar gages, the numbering increased from the stirrup closest to the face of the beam toward the center of the precast section. Figure E.1: Concept 1 Laboratory specimen strain gage designation example (Smith et al., 2008) E.2 Measured Locations of Concept 1 Laboratory Specimen Instrumentation All of the instrumentation in the laboratory specimen was measured to the nearest ¼ in. The sign convention of the gage ordinates is shown in Figure E.2. The X axis was measured in the E-W direction from the centerline of the pier (E positive); Y was measured in the N-S direction from the joint (N positive); the Z axis was measured in the vertical direction from the bottom of the precast sections (upward positive). The measurements are given in Table E.1. Figure E.2: Sign convention for the strain gage location measurements in the Concept 1 Laboratory Bridge (Smith et al., 2008) Location Along the Span: Midspan Location within the Depth: Gage on Deck Steel Orientation of Gage: Longitudinal Type of Gage: 350Ω Waterproof Gage Span Location: West Span W1N-33L-1 North/South Location: North Precast Section Gage Number: Furthest Gage from Longitudinal C.L.

E-4 Table E.1: Measured global gage locations for instruments in the concept 1 laboratory bridge specimen (in.) X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z M1J-11T-1 -255 -9.5 3 M1J-11T-2 -257.5 -5.5 3 M1J-11T-3 -255 0 3 M1J-11T-4 -257.5 5.5 3 M1J-11T-5 -255 9.5 3 M1J-12T-1 -253.5 -18.5 11.25 M1J-12T-2 -251 -14.5 11.25 M1J-12T-3 -253.5 -10.5 11.25 M1J-12T-4 -251 -6.5 11.25 M1J-12T-5 -253.5 -2.5 11.25 M1J-12T-6 -251 2.5 11.25 M1J-12T-7 -253.5 6.5 11.25 M1J-12T-8 -251 10.5 11.25 M1J-12T-9 -253.5 14.5 11.25 M1J-12T-10 -251 18.5 11.25 M1J-21T-1 -194.5 -9.5 4 M1J-21T-2 -197.5 -5.5 4 M1J-21T-3 -194.5 0 4 M1J-21T-4 -197.5 5.5 4 M1J-21T-5 -194.5 9.5 4 M1J-31T-1 -134 -9.5 3 M1J-31T-2 -136.5 -5.5 3

E-5 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z M1J-31T-3 -134 0 3 M1J-31T-4 -136.5 5.5 3 M1J-31T-5 -134 9.5 3 M1J-32T-1 -134.5 -18.5 11 M1J-32T-2 -132 -14.5 11 M1J-32T-3 -134.5 -10.5 11 M1J-32T-4 -132 -6.5 11 M1J-32T-5 -134.5 -2.5 11 M1J-32T-6 -132 2.5 11 M1J-32T-7 -134.5 6.5 11 M1J-32T-8 -132 10.5 11 M1J-32T-9 -134.5 14.5 11 M1J-32T-10 -132 18.5 11 M1J-41T-1 74 -9.5 3 M1J-41T-2 76.5 -5.5 3 M1J-41T-3 74 0 3 M1J-41T-4 76.5 5.5 3 M1J-41T-5 74 9.5 3 M1J-51T-1 26 -9.5 3 M1J-51T-2 29 -5.5 3 M1J-51T-3 26 0 3 M1J-51T-4 29 5.5 3

E-6 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z M1J-51T-5 26 9.5 3 M1J-52T-1 -27.5 -18.5 11 M1J-52T-2 -25 -14.5 11 M1J-52T-3 -27.5 -10.5 11 M1J-52T-4 -25 -6.5 11 M1J-52T-5 -27.5 -2.5 11 M1J-52T-6 -25 2.5 11 M1J-52T-7 -27.5 6.5 11 M1J-52T-8 -25 10.5 11 M1J-52T-9 -27.5 14.5 11 M1J-52T-10 -25 18.5 11 M2J-11T-1 257.75 -9.5 2 M2J-11T-2 255 -5.5 2 M2J-11T-3 257.75 0 2 M2J-11T-4 255 5.5 2 M2J-11T-5 257.75 9.5 2 M2J-12T-1 255 -18.5 8.5 M2J-12T-2 257.5 -14.5 8.5 M2J-12T-3 255 -10.5 8.5 M2J-12T-4 257.5 -6.5 8.5 M2J-12T-5 255 -2.5 8.5 M2J-12T-6 257.5 2.5 8.5

E-7 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z M2J-12T-7 255 6.5 8.5 M2J-12T-8 257.5 10.5 8.5 M2J-12T-9 255 14.5 8.5 M2J-12T-10 257.5 18.5 8.5 M2J-21T-1 198 -9.5 1.25 M2J-21T-2 195.5 -5.5 1.25 M2J-21T-3 198 0 1.25 M2J-21T-4 195.5 5.5 1.25 M2J-21T-5 198 9.5 1.25 M2J-31T-1 147.5 -9.5 2 M2J-31T-2 145 -5.5 2 M2J-31T-3 147.5 0 2 M2J-31T-4 145 5.5 2 M2J-31T-5 147.5 9.5 2 M2J-32T-1 134 -18.5 8.25 M2J-32T-2 136.5 -14.5 8.25 M2J-32T-3 134 -10.5 8.25 M2J-32T-4 136.5 -6.5 8.25 M2J-32T-5 134 -2.5 8.25 M2J-32T-6 136.5 2.5 8.25 M2J-32T-7 134 6.5 8.25 M2J-32T-8 136.5 10.5 8.25

E-8 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z C1J-11T-1 -243.5 0 3 C1J-21T-1 -183.5 0 3.5 C1J-31T-1 -123.5 0 3 C1J-41T-1 -64.5 0 3 C1J-51T-1 -15 0 3.5 C2J-11T-1 244.5 0 2 C2J-21T-1 207.5 0 2 C2J-31T-1 134.5 -8.5 1.75 C2J-31T-2 136.5 -5.5 1.75 C2J-31T-3 134.5 0 1.75 C2J-31T-4 136.5 5.5 1.75 C2J-31T-5 134.5 8.5 1.75 C2J-41T-1 87.5 0 2 C2J-51T-1 16.5 0 2 S1J-21T-1 -192 0 3.5 S1J-31T-1 -132.5 0 2.75 S1J-41T-1 -72.5 0 3.75 S1J-51T-1 -24 0 3.5 S2J-21T-1 202 0 1.75 S2J-31T-1 141.5 0 1.75 S2J-41T-1 81.5 0 1.75

E-9 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z M2J-32T-9 134 14.5 8.25 M2J-32T-10 136.5 18.5 8.25 M2J-41T-1 77.75 -9.5 2.25 M2J-41T-2 75 -5.5 2.25 M2J-41T-3 77.75 0 2.25 M2J-41T-4 75 5.5 2.25 M2J-41T-5 77.75 9.5 2.25 M2J-51T-1 30 -9.5 1.5 M2J-51T-2 27 -5.5 1.5 M2J-51T-3 30 0 1.5 M2J-51T-4 27 5.5 1.5 M2J-51T-5 30 9.5 1.5 M2J-52T-1 25 -18.5 8.5 M2J-52T-2 27.5 -14.5 8.5 M2J-52T-3 25 -10.5 8.5 M2J-52T-4 27.5 -6.5 8.5 M2J-52T-5 25 -2.5 8.5 M2J-52T-6 27.5 2.5 8.5 M2J-52T-7 25 6.5 8.5 M2J-52T-8 27.5 10.5 8.5 M2J-52T-9 25 14.5 8.5 M2J-52T-10 27.5 18.5 8.5

E-10 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z W1N-22L-3 -196.5 8 8 W1N-23L-1 -196 45.5 14.5 W1N-23L-2 -195 20.5 14.5 W1N-23L-3 -195 3.75 15 W1N-32L-3 -137.5 8 8 W1N-33L-1 -138 45.25 14.5 W1N-33L-2 -137 20.5 14.25 W1N-33L-3 -137 4 14.75 W1N-42L-3 -77.5 8 7.5 W1N-43L-1 -79 44.75 14.5 W1N-43L-2 -78 19.75 14.25 W1N-43L-3 -78 3.5 14.75 W1N-52L-4 -20.5 3.25 5 W1N-53L-1 -20.5 2.25 14.25 W1N-53L-2 -20.5 2.25 14.25 W1N-53L-3 -20.5 2.5 14.5 W1N-53L-4 -20.5 12 15 W1S-22L-3 -196.5 -8 8 W1S-23L-1 -196 -42.5 14.5 W1S-23L-2 -196 -18.5 14.5 W1S-23L-3 -195 -4.5 15 W1S-32L-3 -137.5 -8.5 8

E-11 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z W2N-43L-2 79 20.5 14.25 W2N-43L-3 79 2.75 14 W2N-52L-4 19 3 8.25 W2N-53L-1 20 56.75 14 W2N-53L-2 19 39 14.25 W2N-53L-3 21 19.5 14.5 W2N-53L-4 21 2.75 14.5 W2S-22L-3 197.5 6.5 8.75 W2S-23L-1 196 -42.5 14.5 W2S-23L-2 195 -18.5 14.75 W2S-23L-3 195 -5 14.5 W2S-32L-3 137.5 -8 9 W2S-33L-1 137 -42 14.5 W2S-33L-2 137 -18 14.5 W2S-33L-3 137 -5 14 W2S-42L-3 77.5 7.5 8.25 W2S-43L-1 78 -41.5 14.5 W2S-43L-2 78 -17.5 14.5 W2S-43L-3 79 -4.5 14.25 W2S-52L-4 19 -2.5 8.25 W2S-53L-1 22 -58.25 14.5 W2S-53L-2 22 -37.5 14.25

E-12 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z W1S-33L-1 -138 -42.75 14.25 W1S-33L-2 -138 -18.5 14.25 W1S-33L-3 -138 -4.5 14.75 W1S-42L-3 -77.5 -8 7 W1S-43L-1 -79 -42.5 14.5 W1S-43L-2 -79 -19 14.25 W1S-43L-3 -78 -4.5 114.5 W1S-52L-4 -20.5 -2.25 7.75 W1S-53L-1 -17 -58.25 14.25 W1S-53L-2 -17 -38 14.25 W1S-53L-3 -17 -22 14.25 W1S-53L-4 -19 -4.5 15 W2N-22L-3 197.5 -8.75 9 W2N-23L-1 196 44.5 14.5 W2N-23L-2 196 20 14.5 W2N-23L-3 196 2.25 14.25 W2N-32L-3 137.5 -9 9 W2N-33L-1 137 45 14.5 W2N-33L-2 138 20 14 W2N-33L-3 138 2.5 14 W2N-42L-3 77.5 -8 8.75 W2N-43L-1 79 45 14.5

E-13 X from CL pier (E+);Y from joint (N+); Z from top of flange/web Gage X Y Z W2S-53L-3 24 -21.5 14.25 W2S-53L-4 19 -4 14.75 W1N-35L-3 -137.5 8 15.25 W1S-35L-3 -137.5 -8.5 15.25 W2N-35L-3 137.5 -9 15.25 W2N-35L-3 137.5 8.5 11.75

E-14 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z F2N-21L-1 198 44 1.75 F2N-21L-2 199 21 1.75 F2N-21L-3 198 3.5 2 F2N-31L-1 136.75 45 1.75 F2N-31L-2 136.5 21 1.75 F2N-31L-3 136.5 3.75 2 F2N-41L-1 79.5 44.25 2 F2N-41L-2 80 21.25 1.75 F2N-41L-3 78.5 3.75 2 F2N-51L-1 21 57 2.25 F2N-51L-2 19.5 39 2 F2N-51L-3 20.25 21 2 F2N-51L-4 20.75 3.5 2 M2N-52-1 22 53 8.5 M2N-52-2 22.5 39.5 9 M2N-52-3 22.5 17.75 9.25

E-15 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z M1N-34L-2 -136 22 6.25 C1N-31L-1 -137.5 36 2.5 C1N-31L-2 -134 7 1.5 F1N-1MV-1a -269.5 58.25 6.75 F1N-1MV-2a -267.5 58.25 6.75 W1N-5MV-1b -4.75 57.5 6.5 W1N-22L-1 -197 42.5 9.5 W1N-22L-2 -197 21.5 9.5 W1N-32L-1 -137 43 9 W1N-32L-2 -136 22 9.25 W1N-42L-1 -80 42.5 9.25 W1N-42L-2 -80 21.5 9.5 W1N-52L-1 -22.5 55 9.5 W1N-52L-2 -21.5 36 9.5 W1N-52L-3 -23 22 9.25

E-16 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z F1S-21L-1 -196.5 -44 1.75 F1S-21L-2 -197 -21 1.75 F1S-21L-3 -196.5 -3 2 F1S-31L-1 -138.5 -44.5 1.75 F1S-31L-2 -138 -21 1.75 F1S-31L-3 -138 -3 2 F1S-41L-1 -78.5 -39.25 1.75 F1S-41L-2 -79.5 -21 1.75 F1S-41L-3 -79 -3 2 F1S-51L-1 -21 -57 2.25 F1S-51L-2 -20 -38.5 2 F1S-51L-3 -21 -21 1.75 F1S-51L-4 -19 -3 2 W1S-1MV-1c -269 -49.5 7.5 W1S-1MV-1d -269.25 -58 5.5 W1S-1MV-2c -267 -49.5 7.5 W1S-1MV-2d -267.25 -58 5.5 W1S-5MV-1a -4.75 -58 5.75 W1S-5MV-2a -6 -58 5.75

E-17 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z W1S-22L-1 -197 -42.25 9 W1S-22L-2 -197 -21.5 9.25 W1S-32L-1 -139 -42.5 8.75 W1S-32L-2 -137.5 -21.5 9.25 W1S-42L-1 -78.75 -43 8.75 W1S-42L-2 -79.75 -21.5 9.5 W1S-52L-1 -20 -55.5 9 W1S-52L-2 -19.5 -36 9.25 W1S-52L-3 -18.5 -21.5 9.5 M1S-34L-2 -137.5 -21 7 C1S-31L-1 -139 -36 2.75 C1S-31L-2 -143 -6.75 1.75 M1S-52L-1 -20.5 -52.5 9 M1S-52L-2 -20.5 -39.5 9.25 M1S-52L-3 -18.5 -19 9.25

E-18 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z F2N-21L-1 198 44 1.75 F2N-21L-2 199 21 1.75 F2N-21L-3 198 3.5 2 F2N-31L-1 136.75 45 1.75 F2N-31L-2 136.5 21 1.75 F2N-31L-3 136.5 3.75 2 F2N-41L-1 79.5 44.25 2 F2N-41L-2 80 21.25 1.75 F2N-41L-3 78.5 3.75 2 F2N-51L-1 21 57 2.25 F2N-51L-2 19.5 39 2 F2N-51L-3 20.25 21 2 F2N-51L-4 20.75 3.5 2 M2N-52-1 22 53 8.5 M2N-52-2 22.5 39.5 9 M2N-52-3 22.5 17.75 9.25

E-19 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z W2N-22L-1 198 43 10 W2N-22L-2 198 22 10 W2N-32L-1 135.5 43 9.5 W2N-32L-2 135.75 21.5 9.5 W2N-42L-1 80 41.75 9.5 W2N-42L-2 79.5 21.25 9.5 W2N-52L-1 21.5 55.5 9.5 W2N-52L-2 22.75 35.25 9.5 W2N-52L-3 24 20.5 9.5 M2N-34L-2 136.5 21.5 6 W2N-5MV-1a 3.5 58 5.5 W2N-5MV-2a 7.5 58 5.5 W2N-1MV-1b 269.5 58 6 C2N-31L-1 136.75 36.5 2.75 C2N-31L-2 136.75 7 2.75

E-20 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z F2S-21L-1 197.5 -45 1.75 F2S-21L-2 198.5 -21 1.75 F2S-21L-3 199 -3.5 2 F2S-31L-1 139.5 -45 2 F2S-31L-2 140 -21 1.75 F2S-31L-3 141.5 -3.25 2 F2S-41L-1 79 -44.75 1.75 F2S-41L-2 79.5 -21 1.75 F2S-41L-3 79.5 -3 2 F2S-51L-1 23 -57 2 F2S-51L-2 22.5 -45.25 2 F2S-51L-3 22.5 -21.25 1.75 F2S-51L-4 22.5 -3 2 W2S-22L-1 198 -43 9 W2S-22L-2 197.75 -22 9.25 W2S-32L-1 138.5 -42.25 9.25 W2S-32L-2 139.5 -21.5 9.25 W2S-42L-1 19 -42 9.25 W2S-42L-2 79.5 -21.25 9.5 W2S-52L-1 23.5 -56 9.25 W2S-52L-2 23.5 -36 9.5 W2S-52L-3 23.5 -21.5 9.5

E-21 X from CL pier (E+);Y from joint (N+); Z from bottom of section Gage X Y Z M2S-34L-2 138.5 -21.5 5.5 C2S-31L-1 140.5 -36 2.75 C2S-31L-2 141 -7 2.5 W2S-1MV-1a 168.5 -58 6 W2S-1MV-2a 266.5 -58 6.25 W2S-5MV-1c 5.25 -49 7 W2S-5MV-1d 5.5 -58 7.25 W2S-5MV-2c 7.5 -49 7 W2S-5MV-2d 7.5 -58 7.25 M2S-52L-1 20 -53.5 9.25 M2S-52L-2 20 -39.5 9.5 M2s-52L-3 20 -18.5 9.5

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

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

Next: Appendix F: Concept 2 Large-Scale Laboratory Bridge Instrumentation Designation, Nominal, and Measured Locations »
Cast-in-Place Concrete Connections for Precast Deck Systems Get This Book
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 Cast-in-Place Concrete Connections for Precast Deck Systems
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TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 173: Cast-in-Place Concrete Connections for Precast Deck Systems offers suggested design and construction guidance for and includes five illustrative examples of durable case-in-place reinforced concrete connections for precast deck systems that emulate monolithic construction, considering issues including speed of construction, durability, and fatigue.

A summary of this project was published as NCHRP Research Results Digest 355: Summary of Cast-In-Place Concrete Connections for Precast Deck Systems.

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