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

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

D-i Appendix D Center City Field Bridge Instrumentation Designation, Nominal, and Measured Locations

D-1 The instrumentation in the Center City Bridge was documented in MnDOT Report 2006-37 (Bell et al. 2006). However, the instrument locations given were nominal, and the measured instrument locations are given in Table D.1. The measurements that differed from the MnDOT report are highlighted, italicized, and bold. The instrument designation convention is given in Figure D.1. The origin and sign convention of the strain gage measurements is given in Figure D.2. Web #1 was located between Joints #1 and 2, and Web #2 was located between Joints #2 and 3. The center of Joints 1, 2, and 3 were located at 128.5, 200.5 and 272.2 in., respectively from the parapet (i.e., measured distance “Y” in Figure D.1). Figure D.1: Center City Bridge instrumentation designation Location of Gage (Longitudinal): 1 = Adjacent to E Abutment 2 = Midspan of E Span 3 = Eastern Side of E Pier Cap C = Center of E Pier Cap  4 = Western Side of E Pier Cap 5 = Midspan of Center Span Location of Gage (Within Depth of the Cross Section): “C” Gages- 1 = Directly Above Long. Joint 2 = Above Precast Section Web Corners “S” Gages- T = Transverse Hook 1 = Bottom Long. R/F of R/F Cage 2 = Top Long. R/F of R/F Cage 3 = Long. Deck R/F Location of Gage (Transverse): Indicates the number of the gage at that location (longitudinal) of the bridge and height (within depth of cross section). Numbering increases from south to north. Type of VW Strain Gage: C = VW Embedment Strain Gage (Concrete) S = VW Spot-weldable Strain Gage (Steel Reinforcement) Proximity of Gage: J# = Gage is installed above Longitudinal Joint 1 = Long. Joint #1 2 = Long. Joint #2 3 = Long. Joint #3 W# = Gage is installed above Web of a Precast Section 1 = Web #1 2 = Web #2 CJ1-51-1

D-2 Figure D.2: Center City Bridge measurement origin and sign convention

D-3 Table D.1: Nominal and measured locations of longitudinal spot-weldable strain gages in the Center City Bridge Instrument X Y Z X Y Z SJ1-51-1 429 264 9 429.00 263.25 8.75 SJ1-52-1 429 264 12.5 429.00 263.25 12.00 SJ1-53-1 427.5 276.5 15.5 427.50 276.25 15.00 SJ1-53-2 427.5 263.5 15.5 427.50 264.50 15.00 SJ1-41-1 290 268.5 9 290.00 268.75 9.00 SJ1-43-1 290 280 15.5 290.00 280.00 15.00 SJ1-43-2 290 268.5 15.5 290.00 268.50 15.00 SJ1-C1-1 271 268.5 9 271.00 269.50 9.00 SJ1-C3-1 271 268.5 15.5 271.00 268.50 14.00 SJ1-C3-2 271 296 15.5 271.00 296.00 14.00 SJ1-31-1 252 268.5 9 252.00 268.50 9.00 SJ1-33-1 251 280 15.5 250.00 280.00 15.00 SJ1-33-2 250 269.5 15.5 249.00 269.50 15.00 SJ1-21-1 128.5 264 9 128.50 264.00 9.00 SJ1-22-1 128.5 264 12.5 128.50 264.00 13.00 SJ1-23-1 130 261.5 15.5 130.00 261.50 15.50 SJ1-11-1 22 264 9 22.00 264.25 9.00 SJ1-12-1 22 264 12.5 22.00 264.25 13.00 SJ1-13-1 21 261.5 15.5 21.00 261.50 15.50 SJ2-51-1 427.5 192 9 427.50 191.50 9.00 SJ2-52-1 427.5 192 12.5 427.50 191.50 12.50 SJ2-53-1 426.5 193.5 15.5 426.50 193.50 14.75 SJ2-41-1 289.5 198 9 289.50 198.25 9.00 SJ2-43-1 291.5 197 15.5 291.50 197.00 15.25 SJ3-41-1 287 124.5 9 287.50 124.50 9.00 SJ3-43-1 286 124 15.5 285.00 124.00 15.00 SW1-43-1 292.5 249.5 15.5 292.50 249.50 14.50 SW1-43-2 292.5 236 15.5 292.50 236.00 14.50 SW1-43-3 292.5 225 15.5 292.00 225.00 14.50 SW2-43-1 291 177.5 15.5 291.50 177.75 14.50 SW2-43-2 291 165.5 15.5 291.00 165.50 14.50 SW2-43-3 291 154.5 15.5 291.00 154.25 14.50 MeasuredNominal (Mn/DOT 2006-37)

D-4 Table D.2: Nominal and measured locations of transverse spot-weldable strain gages in the Center City Bridge Instrument X Y Z X Y Z SJ1-5T-1 434 278.5 7 434.00 278.50 7.00 SJ1-5T-2 432.5 276.5 7 432.25 276.50 7.00 SJ1-5T-3 434 274.5 7 434.00 274.50 7.00 SJ1-5T-4 432.5 272.5 7 432.25 272.50 7.00 SJ1-5T-5 434 270.5 7 434.00 270.50 7.00 SJ1-5T-6 432.5 268.5 7 432.25 268.50 7.00 SJ1-5T-7 434 266.5 7 434.00 266.50 7.00 SJ2-5T-1 434 206.5 7 434.00 206.50 7.00 SJ2-5T-2 432.5 204.5 7 433.00 204.50 7.00 SJ2-5T-3 434 202.5 7 434.00 202.50 7.00 SJ2-5T-4 432.5 200.5 7 433.00 200.50 7.00 SJ2-5T-5 434 198.5 7 434.00 198.50 7.00 SJ2-5T-6 432.5 196.5 7 433.00 196.50 7.00 SJ2-5T-7 434 194.5 7 434.00 194.50 7.00 SJ3-5T-1 434 134.5 7 434.00 134.50 7.00 SJ3-5T-2 432.5 132.5 7 432.50 132.50 7.00 SJ3-5T-3 434 130.5 7 434.00 130.50 7.00 SJ3-5T-4 432.5 128.5 7 432.50 128.50 7.00 SJ3-5T-5 434 126.5 7 434.00 126.50 7.00 SJ3-5T-6 432.5 124.5 7 432.50 124.50 7.00 SJ3-5T-7 434 122.5 7 434.00 122.50 7.00 Nominal (Mn/DOT 2006-37) Measured

D-5 Table D.3: Nominal and measured locations of transverse concrete embedment strain gages in the Center City Bridge Instrument X Y Z X Y Z CJ1-51-1 438 278.5 8.5 438.00 278.50 8.25 CJ1-51-2 438 275.5 8.5 438.00 275.50 8.25 CJ1-51-3 438 272.5 8.5 438.00 272.50 8.25 CJ1-51-4 438 269.5 8.5 438.00 269.50 8.25 CJ1-51-5 438 266.5 8.5 438.00 266.50 8.25 CJ2-51-1 438 206.5 8.5 439.00 206.50 8.25 CJ2-51-2 438 203.5 8.5 439.00 203.50 8.25 CJ2-51-3 438 200.5 8.5 439.00 200.50 8.25 CJ2-51-4 438 197.5 8.5 439.00 197.50 8.25 CJ2-51-5 438 194.5 8.5 439.00 194.50 8.25 CJ3-51-1 438 134.5 8.5 438.50 134.50 8.25 CJ3-51-2 438 131.5 8.5 438.50 131.50 8.25 CJ3-51-3 438 128.5 8.5 438.50 128.50 8.25 CJ3-51-4 438 125.5 8.5 438.50 125.50 8.25 CJ3-53-5 438 122.5 8.5 438.50 122.50 8.25 CJ1-53-1 438 293 13.5 437.00 293.00 13.50 CJ1-53-2 438 288.5 13.5 437.00 288.50 13.50 CJ1-53-3 438 284 13.5 437.00 284.00 13.50 CJ1-53-4 438 279.5 13.5 437.00 279.50 13.50 CJ1-53-5 438 275 13.5 437.00 275.00 13.50 CJ1-53-6 438 270.5 13.5 437.00 270.50 13.50 CJ1-53-7 438 266 13.5 437.00 266.00 13.50 CJ1-53-8 438 261.5 13.5 437.00 261.50 13.50 CJ1-53-9 438 257 13.5 437.00 257.00 13.50 CJ1-53-10 438 252.5 13.5 437.00 252.50 13.50 CJ2-53-1 438 221 13.5 438.00 221.00 13.50 CJ2-53-2 438 216.5 13.5 438.00 216.50 13.50 CJ2-53-3 438 212 13.5 438.00 212.00 13.50 CJ2-53-4 438 207.5 13.5 438.00 207.50 13.50 CJ2-53-5 438 203 13.5 438.00 203.00 13.50 CJ2-53-6 438 198.5 13.5 438.00 198.50 13.50 CJ2-53-7 438 194 13.5 438.00 194.00 13.50 CJ2-53-8 438 189.5 13.5 438.00 189.50 13.50 CJ2-53-9 438 185 13.5 438.00 185.00 13.50 CJ2-53-10 438 180.5 13.5 438.00 180.50 13.50 CJ3-53-1 438 149 13.5 439.00 149.00 13.50 CJ3-53-2 438 144.5 13.5 439.00 144.50 13.50 CJ3-53-3 438 140 13.5 439.00 140.00 13.50 CJ3-53-4 438 135.5 13.5 439.00 135.50 13.50 CJ3-53-5 438 131 13.5 439.00 131.00 13.50 CJ3-53-6 438 126.5 13.5 439.00 126.50 13.50 CJ3-53-7 438 122 13.5 439.00 122.00 13.50 CJ3-53-8 438 117.5 13.5 439.00 117.50 13.50 CJ3-53-9 438 113 13.5 439.00 113.00 13.50 CJ3-53-10 438 108.5 13.5 439.00 108.50 13.50 Nominal (Mn/DOT 2006-37) Measured