Agenda packet — Seal Beach City Council, July 27, 2026 (part 6 of 8)

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CombinationMax 70.997 7.45 10.847 17.8015 14.8076 141.038 142 -17.5 -1.2308BOBJ1 39 142 Span 4 Right Exterior Girder 15.0016 After Str II-Two Type 3 CombinationMin -104.662 -22.464 -7.732 -13.749 -38.3508 -54.8996 142 -17.5 -1.2308BOBJ1 40 152 Span 4 Right Exterior Girder 25.0016 Before Str II-Two Type 3 CombinationMax 64.249 11.227 9.941 17.948 21.2048 216.3686 152 -17.5 -1.2308BOBJ1 40 152 Span 4 Right Exterior Girder 25.0016 Before Str II-Two Type 3 CombinationMin -98.186 -15.77 -14.374 -13.4028 -41.5114 -56.2612 152 -17.5 -1.2308BOBJ1 41 152 Span 4 Right Exterior Girder 25.0016 After Str II-Two Type 3 CombinationMax 60.455 15.526 17.241 15.1267 14.5335 216.3421 152 -17.5 -1.2308BOBJ1 41 152 Span 4 Right Exterior Girder 25.0016 After Str II-Two Type 3 CombinationMin -92.158 -11.493 -8.79 -16.5924 -28.205 -56.8276 152 -17.5 -1.2308BOBJ1 42 162 Span 4 Right Exterior Girder 35.0016 Before Str II-Two Type 3 CombinationMax 51.82 22.072 9.663 14.4894 18.561 139.9563 162 -17.5 -1.2308BOBJ1 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Page 221 ends

BOBJ1 43 162 Span 4 Right Exterior Girder 35.0016 After Str II-Two Type 3 CombinationMax 47.886 25.699 8.543 15.5025 12.0914 138.7537 162 -17.5 -1.2308 BOBJ1 43 162 Span 4 Right Exterior Girder 35.0016 After Str II-Two Type 3 CombinationMin -68.531 -6.144 -9.594 -14.0764 -30.163 -51.892 162 -17.5 -1.2308BOBJ1 44 172 Span 4 Right Exterior Girder 45.0016 Before Str II-Two Type 3 CombinationMax 41.974 33.896 8.171 20.1483 33.8387 61.9464 172 -17.5 -1.2308BOBJ1 44 172 Span 4 Right Exterior Girder 45.0016 Before Str II-Two Type 3 CombinationMin -58.675 -3.947 -9.919 -13.8494 -22.0595 -168.4754 172 -17.5 -1.2308BOBJ1 45 172 Span 4 Right Exterior Girder 45.0016 After Str II-Two Type 3 CombinationMax 41.767 38.215 9.251 22.6809 36.2082 62.0706 172 -17.5 -1.2308BOBJ1 45 172 Span 4 Right Exterior Girder 45.0016 After Str II-Two Type 3 CombinationMin -54.126 -3.979 -8.813 -12.5809 -10.0827 -169.2589 172 -17.5 -1.2308BOBJ1 46 177 Span 4 Right Exterior Girder 50.0031 Before Str II-Two Type 3 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Exterior Girder 15.0016 Before Str II-Two Type 3 CombinationMin -8.445 -26.119 -4.802 -14.081 -32.4816 -53.0208 242 -17.5 -1.2308BOBJ1 63 242 Span 6 Right Exterior Girder 15.0016 After Str II-Two Type 3 CombinationMax 10.145 6.998 8.57 16.9949 17.9114 141.4399 242 -17.5 -1.2308BOBJ1 63 242 Span 6 Right Exterior Girder 15.0016 After Str II-Two Type 3 CombinationMin -8.679 -22.41 -5.745 -12.5588 -38.7046 -54.7149 242 -17.5 -1.2308BOBJ1 64 252 Span 6 Right Exterior Girder 25.0016 Before Str II-Two Type 3 CombinationMax 16.094 10.726 7.476 17.8067 13.0373 217.685 252 -17.5 -1.2308BOBJ1 64 252 Span 6 Right Exterior Girder 25.0016 Before Str II-Two Type 3 CombinationMin -17.167 -15.738 -12.412 -13.1603 -27.5984 -50.1347 252 -17.5 -1.2308BOBJ1 65 252 Span 6 Right Exterior Girder 25.0016 After Str II-Two Type 3 CombinationMax 18.199 14.761 14.301 14.1744 18.038 216.477 252 -17.5 -1.2308BOBJ1 65 252 Span 6 Right Exterior Girder 25.0016 After Str II-Two Type 3 CombinationMin -17.84 -11.464 -6.924 -15.9059 -28.5119 -50.8683 252 -17.5 -1.2308BOBJ1 66 262 Span 6 Right Exterior Girder 35.0016 Before Str II-Two Type 3 CombinationMax 21.579 21.189 6.965 13.9986 11.6489 140.9011 262 -17.5 -1.2308BOBJ1 66 262 Span 6 Right Exterior Girder 35.0016 Before Str II-Two Type 3 CombinationMin -14.933 -7.477 -6.744 -14.8073 -38.8921 -39.7215 262 -17.5 -1.2308BOBJ1 67 262 Span 6 Right Exterior Girder 35.0016 After Str II-Two Type 3 CombinationMax 24.267 24.829 5.793 14.8786 13.504 138.4832 262 -17.5 -1.2308BOBJ1 67 262 Span 6 Right Exterior Girder 35.0016 After Str II-Two Type 3 CombinationMin -16.628 -5.933 -7.19 -13.433 -27.8809 -39.7748 262 -17.5 -1.2308BOBJ1 68 272 Span 6 Right Exterior Girder 45.0016 Before Str II-Two Type 3 CombinationMax 33.347 33.055 4.948 19.1453 25.0582 60.0951 272 -17.5 -1.2308BOBJ1 68 272 Span 6 Right Exterior Girder 45.0016 Before Str II-Two Type 3 CombinationMin -20.387 -3.573 -6.866 -12.7619 -10.0559 -148.5533 272 -17.5 -1.2308BOBJ1 69 272 Span 6 Right Exterior Girder 45.0016 After Str II-Two Type 3 CombinationMax 38.785 37.406 6.379 21.8202 36.8634 60.3899 272 -17.5 -1.2308

Page 222 ends

BOBJ1 69 272 Span 6 Right Exterior Girder 45.0016 After Str II-Two Type 3 CombinationMin -22.897 -3.173 -5.176 -11.2344 -11.7643 -149.8374 272 -17.5 -1.2308 BOBJ1 70 277 Span 6 Right Exterior Girder 50.0031 Before Str II-Two Type 3 CombinationMax 43.395 40.547 11.704 24.3895 18.8257 62.8705 277 -17.375 -1.3449BOBJ1 70 277 Span 6 Right Exterior Girder 50.0031 Before Str II-Two Type 3 CombinationMin -24.627 -3.092 -6.068 -12.2029 -7.8011 -281.8193 277 -17.375 -1.3449BOBJ1 71 277 Span 7 Right Exterior Girder 0 After Str II-Two Type 3 CombinationMax 38.415 2.96 5.619 10.9581 19.2534 64.5405 277 -17.375 -1.3449BOBJ1 71 277 Span 7 Right Exterior Girder 0 After Str II-Two Type 3 CombinationMin -23.487 -36.103 -8.537 -20.2346 -5.0242 -242.485 277 -17.375 -1.3449BOBJ1 72 282 Span 7 Right Exterior Girder 5.0016 Before Str II-Two Type 3 CombinationMax 36.59 3.037 5.987 9.8737 30.1529 65.6235 282 -17.5 -1.2308BOBJ1 72 282 Span 7 Right Exterior Girder 5.0016 Before Str II-Two Type 3 CombinationMin -23.698 -33.129 -4.653 -17.4078 -11.7637 -129.6017 282 -17.5 -1.2308BOBJ1 73 282 Span 7 Right Exterior Girder 5.0016 After Str II-Two Type 3 CombinationMax 34.864 3.562 6.624 10.8922 27.0798 66.0151 282 -17.5 -1.2308BOBJ1 73 282 Span 7 Right Exterior Girder 5.0016 After Str II-Two Type 3 CombinationMin -23.667 -28.397 -3.292 -14.0183 -13.8354 -129.745 282 -17.5 -1.2308BOBJ1 74 289.9063 Span 7 Right Exterior Girder 12.9078 Before Str II-Two Type 3 CombinationMax 34.361 5.026 6.969 11.7734 15.8244 120.2199 289.9063 -17.5 -1.2308BOBJ1 74 289.9063 Span 7 Right Exterior Girder 12.9078 Before Str II-Two Type 3 CombinationMin -24.075 -23.618 -3.964 -12.0854 -25.6683 -60.6798 289.9063 -17.5 -1.2308BOBJ1 75 289.9063 Span 7 Right Exterior Girder 12.9078 After Str II-Two Type 3 CombinationMax 36.233 7.116 6.103 13.2097 20.2517 121.5224 289.9063 -17.5 -1.2308BOBJ1 75 289.9063 Span 7 Right Exterior Girder 12.9078 After Str II-Two Type 3 CombinationMin -24.239 -18.992 -5.883 -11.3331 -35.3137 -61.7137 289.9063 -17.5 -1.2308BOBJ1 76 297.8125 Span 7 Right Exterior Girder 20.8141 Before Str II-Two Type 3 CombinationMax 37.283 9.687 6.033 14.0168 14.8106 164.3599 297.8125 -17.5 -1.2308BOBJ1 76 297.8125 Span 7 Right Exterior Girder 20.8141 Before Str II-Two Type 3 CombinationMin -24.018 -14.78 -9.552 -10.9304 -21.5224 -53.5724 297.8125 -17.5 -1.2308BOBJ1 77 297.8125 Span 7 Right Exterior Girder 20.8141 After Str II-Two Type 3 CombinationMax 37.786 14.263 9.608 10.9308 16.2312 164.6314 297.8125 -17.5 -1.2308BOBJ1 77 297.8125 Span 7 Right Exterior Girder 20.8141 After Str II-Two Type 3 CombinationMin -24.085 -10.219 -5.67 -13.4279 -22.1037 -53.8307 297.8125 -17.5 -1.2308BOBJ1 78 305.7188 Span 7 Right Exterior Girder 28.7203 Before Str II-Two Type 3 CombinationMax 38.183 18.432 5.841 11.1721 15.7206 110.909 305.7188 -17.5 -1.2308BOBJ1 78 305.7188 Span 7 Right Exterior Girder 28.7203 Before Str II-Two Type 3 CombinationMin -25.035 -7.727 -5.683 -12.6512 -32.8021 -44.3741 305.7188 -17.5 -1.2308BOBJ1 79 305.7188 Span 7 Right Exterior Girder 28.7203 After Str II-Two Type 3 CombinationMax 37.799 23.076 4.173 12.0432 12.1093 109.3657 305.7188 -17.5 -1.2308BOBJ1 79 305.7188 Span 7 Right Exterior Girder 28.7203 After Str II-Two Type 3 CombinationMin -26.064 -5.677 -6.441 -11.6989 -18.3976 -43.7451 305.7188 -17.5 -1.2308BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before Str II-Two Type 3 CombinationMax 38.4 27.905 3.425 13.9906 20.6467 51.2941 313.625 -17.5 -1.2308BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before Str II-Two Type 3 CombinationMin -26.864 -4.241 -6.185 -10.737 -10.6285 -104.3314 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After Str II-Two Type 3 CombinationMax 40.944 32.68 4.578 17.363 27.1525 51.3224 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After Str II-Two Type 3 CombinationMin -27.44 -3.719 -4.945 -9.7124 -9.8901 -104.3202 313.625 -17.5 -1.2308BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before Str II-Two Type 3 CombinationMax 42.399 35.66 8.08 18.8453 18.5689 54.4507 318.625 -17.375 -1.3449BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before Str II-Two Type 3 CombinationMin -27.424 -3.625 -5.751 -10.5131 -6.5049 -220.9787 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After Str II-Two Type 3 CombinationMax 47.341 1.802 6.548 11.7427 19.0783 58.5794 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After Str II-Two Type 3 CombinationMin -30.113 -35.006 -11.1 -25.1444 -8.745 -218.4644 318.625 -17.375 -1.3449BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before Str II-Two Type 3 CombinationMax 42.442 1.834 5.455 9.7905 33.109 63.9085 323.625 -17.5 -1.2308BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before Str II-Two Type 3 CombinationMin -27.75 -32.5 -6.811 -23.4458 -13.1142 -103.6974 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After Str II-Two Type 3 CombinationMax 36.708 2.17 6.442 10.5861 17.5579 64.6391 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After Str II-Two Type 3 CombinationMin -24.56 -29.212 -5.878 -21.8563 -10.3443 -102.9037 323.625 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before Str II-Two Type 3 CombinationMax 28.324 4.053 6.168 9.2725 12.6074 129.3973 332.0833 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before Str II-Two Type 3 CombinationMin -17.7 -21.635 -5.889 -17.4164 -24.1382 -39.7347 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After Str II-Two Type 3 CombinationMax 25.157 4.448 5.492 8.7609 9.9372 130.8008 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After Str II-Two Type 3 CombinationMin -14.752 -18.071 -5.544 -14.6509 -32.8619 -39.7407 332.0833 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before Str II-Two Type 3 CombinationMax 20.317 10.023 3.925 9.4764 8.9534 170.2182 340.5417 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before Str II-Two Type 3 CombinationMin -12.021 -12.483 -5.41 -10.0405 -34.0049 -24.5798 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After Str II-Two Type 3 CombinationMax 16.216 12.95 3.929 12.1787 6.6091 171.4657 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After Str II-Two Type 3 CombinationMin -10.232 -9.563 -5.91 -9.3772 -35.7524 -24.4716 340.5417 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before Str II-Two Type 3 CombinationMax 8.656 19.79 3.474 17.7206 6.7218 109.3397 349 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before Str II-Two Type 3 CombinationMin -5.246 -4.389 -7.072 -11.7204 -25.1244 -9.9045 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After Str II-Two Type 3 CombinationMax 4.587 23.72 2.67 19.2774 4.1856 110.9395 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After Str II-Two Type 3 CombinationMin -2.626 -2.891 -7.702 -12.5831 -25.6541 -10.3703 349 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before Str II-Two Type 3 CombinationMax 1.314 27.174 2.585 19.9314 9.592 24.2938 354 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before Str II-Two Type 3 CombinationMin -0.68 -2.011 -8.446 -11.8032 -6.0141 -18.8383 354 -17.5 -1.2308

Page 223 ends

Max Postive M Max Negative M Max V range
Kip-ft Kip-ft Kip
-185.73 4 187-288.88 188 371-354.70 372 555-323.70 556 739-359.14 740 923-303.02 924 1107 Offset 0.75 ft
Row Row+/-2 Location 1 Location 2 M max M near M target 73 75 127 132 -185.73 -117.47 -175.49
257 259 127 132 -288.88 -151.90 -268.33487 485 227 222 -354.70 -173.79 -327.56625 627 127 132 -323.70 -181.90 -302.43809 811 127 132 -359.14 -180.42 -332.33993 995 127 132 -303.02 -171.04 -283.22 Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip
-175.5 -332.3 -283.2
Reduced at face of pier for moment and 3ft away for shear Strength II Type 3
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Find Negative Moment @9" away
Interior Girder 1
North Exterior Girder
Interior Girder 2Interior Girder 3Interior Girder 4
South Exterior Girder
Max
Postive M
Max
Negative
Max
V
Strength II Type 3
North Exterior Girder Interior Girder South Exterior Girder Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative M
Max
V

Page 224 ends

Max Postive MMax Negative MMax V range1 range2
Kip-ft Kip-ft Kip
100.11 -153.99 13.44 4 23 168 187171.02 -234.16 40.31 188 207 352 371220.98 -298.24 51.39 372 391 536 555222.84 -297.71 52.41 556 575 720 739213.20 -287.55 47.65 740 759 904 923180.77 -218.46 35.01 924 943 1088 1107 Offset 0.75 ft
Row Row+/-2 Location 1 Location 2 M max M near M target 23 21 35.375 30.375 -153.99 -104.96 -146.63
207 205 35.375 30.375 -234.16 -121.64 -217.28537 539 318.625 323.625 -298.24 -124.66 -272.21575 573 35.375 30.375 -297.71 -126.67 -272.05905 907 318.625 323.625 -287.55 -122.16 -262.74 1089 1091 318.625 323.625 -218.46 -103.70 -201.25
Kip-ft Kip Kip-ft Kip Kip-ft Kip
-146.6 -272.2 -201.2
Negative
M
Shear
V
Moment& Shear
at Span 1&8 Negative M Shear V Negative M Shear V
North
Exterior Girder
Interior Girder South
Exterior Girder
At Pier 2&8
North Exterior Girder
Interior Girder 4
South Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3
Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder

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TABLE: Bridge Object Girder Forces
BridgeObj BridgeCut Station Span Girder GirderDist LocType OutputCase CaseType P V2 V3 T M2 M3 GlobalX GlobalY GlobalZ Text Unitless ft Text Text ft Text Text Text Kip Kip Kip Kip-ft Kip-ft Kip-ft ft ft ft BOBJ1 1 0 Span 1 Left Exterior Girder 0 After New Utility 16 LinStatic -0.158 -2.581 0.207 -5.9708 1.3001 -4.0758 1.18E-15 17.5 -0.7058BOBJ1 2 5 Span 1 Left Exterior Girder 5 Before New Utility 16 LinStatic 0.381 -1.706 -0.481 -4.499 0.125 6.2562 5 17.5 -0.7058BOBJ1 3 5 Span 1 Left Exterior Girder 5 After New Utility 16 LinStatic 0.89 -1.684 -0.719 -4.869 -1.6221 5.891 5 17.5 -0.7058BOBJ1 4 13.4583 Span 1 Left Exterior Girder 13.4583 Before New Utility 16 LinStatic 1.872 -0.241 -0.542 -1.6151 0.547 13.3146 13.4583 17.5 -0.7058BOBJ1 5 13.4583 Span 1 Left Exterior Girder 13.4583 After New Utility 16 LinStatic 2.194 -0.255 -0.29 -1.6328 -0.5744 13.0866 13.4583 17.5 -0.7058BOBJ1 6 21.9167 Span 1 Left Exterior Girder 21.9167 Before New Utility 16 LinStatic 2.322 1.175 0.156 1.7567 -0.5102 9.1176 21.9167 17.5 -0.7058BOBJ1 7 21.9167 Span 1 Left Exterior Girder 21.9167 After New Utility 16 LinStatic 2.165 1.186 0.326 1.603 0.0114 9.2336 21.9167 17.5 -0.7058BOBJ1 8 30.375 Span 1 Left Exterior Girder 30.375 Before New Utility 16 LinStatic 1.614 2.711 0.208 4.399 -0.6356 -6.8216 30.375 17.5 -0.7058BOBJ1 9 30.375 Span 1 Left Exterior Girder 30.375 After New Utility 16 LinStatic 1.341 2.762 -0.085 3.9005 0.2745 -6.6237 30.375 17.5 -0.7058BOBJ1 10 35.375 Span 1 Left Exterior Girder 35.3766 Before New Utility 16 LinStatic 1.166 3.664 -0.548 5.8296 2.581 -22.6988 35.375 17.375 -0.8237BOBJ1 11 35.375 Span 2 Left Exterior Girder 0 After New Utility 16 LinStatic 1.189 -3.534 0.31 -5.1239 1.5901 -24.0487 35.375 17.375 -0.8237BOBJ1 12 40.375 Span 2 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 1.543 -2.634 -0.205 -3.2013 -0.0583 -8.7451 40.375 17.5 -0.7058BOBJ1 13 40.375 Span 2 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 2.194 -2.571 -0.559 -3.7782 -2.2969 -9.2132 40.375 17.5 -0.7058BOBJ1 14 48.2813 Span 2 Left Exterior Girder 12.9078 Before New Utility 16 LinStatic 3.007 -1.154 -0.738 -1.0013 0.028 4.9293 48.2813 17.5 -0.7058BOBJ1 15 48.2813 Span 2 Left Exterior Girder 12.9078 After New Utility 16 LinStatic 3.838 -1.114 -0.898 -1.4339 -2.8482 4.3344 48.2813 17.5 -0.7058BOBJ1 16 56.1875 Span 2 Left Exterior Girder 20.8141 Before New Utility 16 LinStatic 4.645 0.247 -1.509 1.2637 3.8673 7.1821 56.1875 17.5 -0.7058BOBJ1 17 56.1875 Span 2 Left Exterior Girder 20.8141 After New Utility 16 LinStatic 4.853 -0.357 1.149 -1.6879 3.1386 6.9991 56.1875 17.5 -0.7058BOBJ1 18 64.0938 Span 2 Left Exterior Girder 28.7203 Before New Utility 16 LinStatic 4.471 1.001 0.533 1.0158 -2.1934 4.7267 64.0938 17.5 -0.7058BOBJ1 19 64.0938 Span 2 Left Exterior Girder 28.7203 After New Utility 16 LinStatic 4.072 1.037 0.366 0.5955 -0.8283 5.0126 64.0938 17.5 -0.7058BOBJ1 20 72 Span 2 Left Exterior Girder 36.6266 Before New Utility 16 LinStatic 3.712 2.448 0.178 3.389 -1.7579 -8.5039 72 17.5 -0.7058BOBJ1 21 72 Span 2 Left Exterior Girder 36.6266 After New Utility 16 LinStatic 3.446 2.506 -0.158 2.8445 -0.8711 -8.3118 72 17.5 -0.7058BOBJ1 22 77 Span 2 Left Exterior Girder 41.6281 Before New Utility 16 LinStatic 3.307 3.398 -0.643 4.7692 2.0005 -23.3557 77 17.375 -0.8237BOBJ1 23 77 Span 3 Left Exterior Girder 0 After New Utility 16 LinStatic 2.179 -4.071 0.287 -6.053 1.5898 -30.9458 77 17.375 -0.8237BOBJ1 24 82 Span 3 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 2.672 -3.167 -0.328 -4.1376 -0.3099 -12.9523 82 17.5 -0.7058BOBJ1 25 82 Span 3 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 3.359 -3.098 -0.723 -4.7732 -2.6594 -13.4438 82 17.5 -0.7058BOBJ1 26 92 Span 3 Left Exterior Girder 15.0016 Before New Utility 16 LinStatic 4.996 -1.261 -0.915 -1.5715 0.2183 7.1376 92 17.5 -0.7058BOBJ1 27 92 Span 3 Left Exterior Girder 15.0016 After New Utility 16 LinStatic 5.804 -1.237 -0.883 -1.8443 -2.5771 6.5631 92 17.5 -0.7058BOBJ1 28 102 Span 3 Left Exterior Girder 25.0016 Before New Utility 16 LinStatic 7.416 0.48 -1.962 1.2138 5.2628 9.171 102 17.5 -0.7058BOBJ1 29 102 Span 3 Left Exterior Girder 25.0016 After New Utility 16 LinStatic 7.52 -0.564 1.756 -1.6227 4.8928 9.0369 102 17.5 -0.7058BOBJ1 30 112 Span 3 Left Exterior Girder 35.0016 Before New Utility 16 LinStatic 6.329 1.147 0.668 1.4513 -2.2565 6.9926 112 17.5 -0.7058BOBJ1 31 112 Span 3 Left Exterior Girder 35.0016 After New Utility 16 LinStatic 5.756 1.166 0.69 1.1895 -0.2861 7.4059 112 17.5 -0.7058BOBJ1 32 122 Span 3 Left Exterior Girder 45.0016 Before New Utility 16 LinStatic 4.601 2.994 0.453 4.3961 -2.3429 -12.5344 122 17.5 -0.7058BOBJ1 33 122 Span 3 Left Exterior Girder 45.0016 After New Utility 16 LinStatic 4.138 3.056 0.058 3.7896 -0.7773 -12.2 122 17.5 -0.7058BOBJ1 34 127 Span 3 Left Exterior Girder 50.0031 Before New Utility 16 LinStatic 3.835 3.957 -0.554 5.6686 1.9832 -29.9581 127 17.375 -0.8237BOBJ1 35 127 Span 4 Left Exterior Girder 0 After New Utility 16 LinStatic 3.758 -4.056 0.459 -5.8542 1.7892 -31.8501 127 17.375 -0.8237BOBJ1 36 132 Span 4 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 4.162 -3.153 -0.191 -3.9866 -0.7584 -13.6826 132 17.5 -0.7058BOBJ1 37 132 Span 4 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 4.759 -3.086 -0.613 -4.6347 -2.7966 -14.1104 132 17.5 -0.7058BOBJ1 38 142 Span 4 Left Exterior Girder 15.0016 Before New Utility 16 LinStatic 6.209 -1.252 -0.838 -1.4431 -0.1784 6.5006 142 17.5 -0.7058BOBJ1 39 142 Span 4 Left Exterior Girder 15.0016 After New Utility 16 LinStatic 6.939 -1.23 -0.813 -1.7153 -2.7026 5.9814 142 17.5 -0.7058BOBJ1 40 152 Span 4 Left Exterior Girder 25.0016 Before New Utility 16 LinStatic 8.415 0.484 -1.908 1.3385 4.9904 8.6287 152 17.5 -0.7058BOBJ1 41 152 Span 4 Left Exterior Girder 25.0016 After New Utility 16 LinStatic 8.456 -0.562 1.825 -1.4972 4.8428 8.5743 152 17.5 -0.7058BOBJ1 42 162 Span 4 Left Exterior Girder 35.0016 Before New Utility 16 LinStatic 7.131 1.151 0.732 1.5649 -2.4952 6.5896 162 17.5 -0.7058BOBJ1 43 162 Span 4 Left Exterior Girder 35.0016 After New Utility 16 LinStatic 6.491 1.172 0.757 1.299 -0.2886 7.051 162 17.5 -0.7058BOBJ1 44 172 Span 4 Left Exterior Girder 45.0016 Before New Utility 16 LinStatic 5.192 3.004 0.529 4.4981 -2.5514 -12.8658 172 17.5 -0.7058BOBJ1 45 172 Span 4 Left Exterior Girder 45.0016 After New Utility 16 LinStatic 4.667 3.067 0.129 3.8822 -0.7662 -12.4866 172 17.5 -0.7058BOBJ1 46 177 Span 4 Left Exterior Girder 50.0031 Before New Utility 16 LinStatic 4.315 3.969 -0.498 5.7556 1.9164 -30.3246 177 17.375 -0.8237BOBJ1 47 177 Span 5 Left Exterior Girder 0 After New Utility 16 LinStatic 4.298 -3.98 0.505 -5.7504 1.9414 -30.5327 177 17.375 -0.8237BOBJ1 48 182 Span 5 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 4.652 -3.078 -0.122 -3.8774 -0.7789 -12.644 182 17.5 -0.7058

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BOBJ1 49 182 Span 5 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 5.184 -3.012 -0.53 -4.5099 -2.5879 -13.0246 182 17.5 -0.7058 BOBJ1 50 192 Span 5 Left Exterior Girder 15.0016 Before New Utility 16 LinStatic 6.476 -1.181 -0.752 -1.303 -0.2707 6.9778 192 17.5 -0.7058BOBJ1 51 192 Span 5 Left Exterior Girder 15.0016 After New Utility 16 LinStatic 7.129 -1.161 -0.728 -1.5704 -2.5259 6.5139 192 17.5 -0.7058BOBJ1 52 202 Span 5 Left Exterior Girder 25.0016 Before New Utility 16 LinStatic 8.451 0.552 -1.825 1.4889 4.8643 8.5872 202 17.5 -0.7058BOBJ1 53 202 Span 5 Left Exterior Girder 25.0016 After New Utility 16 LinStatic 8.418 -0.494 1.908 -1.3469 4.9707 8.6223 202 17.5 -0.7058BOBJ1 54 212 Span 5 Left Exterior Girder 35.0016 Before New Utility 16 LinStatic 6.94 1.221 0.817 1.7097 -2.6699 6.0633 212 17.5 -0.7058BOBJ1 55 212 Span 5 Left Exterior Girder 35.0016 After New Utility 16 LinStatic 6.222 1.243 0.842 1.4391 -0.1942 6.5801 212 17.5 -0.7058BOBJ1 56 222 Span 5 Left Exterior Girder 45.0016 Before New Utility 16 LinStatic 4.766 3.077 0.612 4.6231 -2.7585 -13.9456 222 17.5 -0.7058BOBJ1 57 222 Span 5 Left Exterior Girder 45.0016 After New Utility 16 LinStatic 4.175 3.142 0.198 3.9916 -0.7434 -13.519 222 17.5 -0.7058BOBJ1 58 227 Span 5 Left Exterior Girder 50.0031 Before New Utility 16 LinStatic 3.773 4.045 -0.452 5.8598 1.7646 -31.6358 227 17.375 -0.8237BOBJ1 59 227 Span 6 Left Exterior Girder 0 After New Utility 16 LinStatic 3.816 -3.967 0.56 -5.6637 2.0088 -30.1528 227 17.375 -0.8237BOBJ1 60 232 Span 6 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 4.122 -3.066 -0.051 -3.7848 -0.7877 -12.3501 232 17.5 -0.7058BOBJ1 61 232 Span 6 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 4.591 -3.001 -0.454 -4.4077 -2.3773 -12.6859 232 17.5 -0.7058BOBJ1 62 242 Span 6 Left Exterior Girder 15.0016 Before New Utility 16 LinStatic 5.74 -1.174 -0.685 -1.1932 -0.2682 7.3283 242 17.5 -0.7058BOBJ1 63 242 Span 6 Left Exterior Girder 15.0016 After New Utility 16 LinStatic 6.325 -1.155 -0.664 -1.4565 -2.2867 6.9128 242 17.5 -0.7058BOBJ1 64 252 Span 6 Left Exterior Girder 25.0016 Before New Utility 16 LinStatic 7.513 0.556 -1.755 1.6146 4.9123 9.034 252 17.5 -0.7058BOBJ1 65 252 Span 6 Left Exterior Girder 25.0016 After New Utility 16 LinStatic 7.417 -0.488 1.963 -1.2216 5.2419 9.149 252 17.5 -0.7058BOBJ1 66 262 Span 6 Left Exterior Girder 35.0016 Before New Utility 16 LinStatic 5.801 1.229 0.887 1.8394 -2.5486 6.6188 262 17.5 -0.7058BOBJ1 67 262 Span 6 Left Exterior Girder 35.0016 After New Utility 16 LinStatic 5.006 1.252 0.92 1.5682 0.1992 7.1911 262 17.5 -0.7058BOBJ1 68 272 Span 6 Left Exterior Girder 45.0016 Before New Utility 16 LinStatic 3.362 3.091 0.723 4.7628 -2.6292 -13.3147 272 17.5 -0.7058BOBJ1 69 272 Span 6 Left Exterior Girder 45.0016 After New Utility 16 LinStatic 2.682 3.157 0.335 4.1442 -0.3034 -12.8245 272 17.5 -0.7058BOBJ1 70 277 Span 6 Left Exterior Girder 50.0031 Before New Utility 16 LinStatic 2.19 4.061 -0.28 6.0606 1.5525 -30.771 277 17.375 -0.8237BOBJ1 71 277 Span 7 Left Exterior Girder 0 After New Utility 16 LinStatic 3.291 -3.414 0.646 -4.7734 1.9853 -23.5844 277 17.375 -0.8237BOBJ1 72 282 Span 7 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 3.431 -2.522 0.156 -2.8507 -0.8904 -8.466 282 17.5 -0.7058BOBJ1 73 282 Span 7 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 3.699 -2.463 -0.184 -3.3974 -1.7863 -8.66 282 17.5 -0.7058BOBJ1 74 289.9063 Span 7 Left Exterior Girder 12.9078 Before New Utility 16 LinStatic 4.064 -1.053 -0.372 -0.6039 -0.8252 4.9763 289.9063 17.5 -0.7058BOBJ1 75 289.9063 Span 7 Left Exterior Girder 12.9078 After New Utility 16 LinStatic 4.468 -1.017 -0.538 -1.0231 -2.205 4.6873 289.9063 17.5 -0.7058BOBJ1 76 297.8125 Span 7 Left Exterior Girder 20.8141 Before New Utility 16 LinStatic 4.853 0.341 -1.152 1.6828 3.1485 7.0822 297.8125 17.5 -0.7058BOBJ1 77 297.8125 Span 7 Left Exterior Girder 20.8141 After New Utility 16 LinStatic 4.646 -0.262 1.505 -1.2651 3.8726 7.2641 297.8125 17.5 -0.7058BOBJ1 78 305.7188 Span 7 Left Exterior Girder 28.7203 Before New Utility 16 LinStatic 3.84 1.099 0.896 1.4338 -2.8171 4.5313 305.7188 17.5 -0.7058BOBJ1 79 305.7188 Span 7 Left Exterior Girder 28.7203 After New Utility 16 LinStatic 3.01 1.14 0.735 1.0006 0.0577 5.1258 305.7188 17.5 -0.7058BOBJ1 80 313.625 Span 7 Left Exterior Girder 36.6266 Before New Utility 16 LinStatic 2.199 2.556 0.553 3.7759 -2.24 -8.9048 313.625 17.5 -0.7058BOBJ1 81 313.625 Span 7 Left Exterior Girder 36.6266 After New Utility 16 LinStatic 1.552 2.62 0.203 3.2015 -0.0138 -8.4392 313.625 17.5 -0.7058BOBJ1 82 318.625 Span 7 Left Exterior Girder 41.6281 Before New Utility 16 LinStatic 1.2 3.52 -0.304 5.1283 1.6151 -23.6747 318.625 17.375 -0.8237BOBJ1 83 318.625 Span 8 Left Exterior Girder 0 After New Utility 16 LinStatic 1.158 -3.675 0.577 -5.8081 2.6513 -23.0515 318.625 17.375 -0.8237BOBJ1 84 323.625 Span 8 Left Exterior Girder 5.0016 Before New Utility 16 LinStatic 1.327 -2.773 0.105 -3.8877 0.2359 -6.9198 323.625 17.5 -0.7058BOBJ1 85 323.625 Span 8 Left Exterior Girder 5.0016 After New Utility 16 LinStatic 1.597 -2.719 -0.201 -4.4053 -0.6629 -7.113 323.625 17.5 -0.7058BOBJ1 86 332.0833 Span 8 Left Exterior Girder 13.4599 Before New Utility 16 LinStatic 2.139 -1.195 -0.324 -1.6098 -0.0049 9.0261 332.0833 17.5 -0.7058BOBJ1 87 332.0833 Span 8 Left Exterior Girder 13.4599 After New Utility 16 LinStatic 2.303 -1.185 -0.156 -1.7652 -0.5499 8.9102 332.0833 17.5 -0.7058BOBJ1 88 340.5417 Span 8 Left Exterior Girder 21.9182 Before New Utility 16 LinStatic 2.175 0.246 0.288 1.6237 -0.5807 12.9625 340.5417 17.5 -0.7058BOBJ1 89 340.5417 Span 8 Left Exterior Girder 21.9182 After New Utility 16 LinStatic 1.862 0.231 0.54 1.6067 0.5091 13.1889 340.5417 17.5 -0.7058BOBJ1 90 349 Span 8 Left Exterior Girder 30.3766 Before New Utility 16 LinStatic 0.883 1.675 0.712 4.8556 -1.6123 5.8456 349 17.5 -0.7058BOBJ1 91 349 Span 8 Left Exterior Girder 30.3766 After New Utility 16 LinStatic 0.379 1.694 0.478 4.4983 0.1134 6.2088 349 17.5 -0.7058BOBJ1 92 354 Span 8 Left Exterior Girder 35.3766 Before New Utility 16 LinStatic -0.157 2.57 -0.21 5.9716 1.2922 -4.0675 354 17.5 -0.7058BOBJ1 1 0 Span 1 Interior Girder 1 0 After New Utility 16 LinStatic 0.276 0.088 -1.208 -1.7566 -1.108 2.9455 8.88E-16 10.5 -0.8108BOBJ1 2 5 Span 1 Interior Girder 1 5 Before New Utility 16 LinStatic 0.1 0.059 -0.938 -1.6004 1.0823 2.7058 5 10.5 -0.8108BOBJ1 3 5 Span 1 Interior Girder 1 5 After New Utility 16 LinStatic -0.067 0.035 -0.882 -1.5188 -1.9325 2.826 5 10.5 -0.8108BOBJ1 4 13.4583 Span 1 Interior Girder 1 13.4583 Before New Utility 16 LinStatic -0.452 0.027 -0.796 -1.1205 -0.3504 2.8599 13.4583 10.5 -0.8108BOBJ1 5 13.4583 Span 1 Interior Girder 1 13.4583 After New Utility 16 LinStatic -0.468 0.044 -0.697 -0.797 -2.5459 2.8694 13.4583 10.5 -0.8108BOBJ1 6 21.9167 Span 1 Interior Girder 1 21.9167 Before New Utility 16 LinStatic 0.067 0.059 -0.45 -0.1912 -0.4788 2.0368 21.9167 10.5 -0.8108BOBJ1 7 21.9167 Span 1 Interior Girder 1 21.9167 After New Utility 16 LinStatic 0.584 0.053 -0.396 0.0073 -1.1606 1.6635 21.9167 10.5 -0.8108

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BOBJ1 8 30.375 Span 1 Interior Girder 1 30.375 Before New Utility 16 LinStatic 1.861 -0.029 -0.331 0.0658 1.3761 0.6186 30.375 10.5 -0.8108 BOBJ1 9 30.375 Span 1 Interior Girder 1 30.375 After New Utility 16 LinStatic 2.394 -0.081 -0.216 0.0693 1.4662 0.2346 30.375 10.5 -0.8108BOBJ1 10 35.375 Span 1 Interior Girder 1 35.375 Before New Utility 16 LinStatic 2.774 -0.132 0.078 0.1617 1.7284 0.1725 35.375 10.5 -0.9268BOBJ1 11 35.375 Span 2 Interior Girder 1 0 After New Utility 16 LinStatic 2.763 -0.213 -1.179 -1.3436 0.2977 -4.7094 35.375 10.5 -0.9268BOBJ1 12 40.375 Span 2 Interior Girder 1 5 Before New Utility 16 LinStatic 2.743 -0.256 -0.932 -1.1819 3.1573 -3.1992 40.375 10.5 -0.8108BOBJ1 13 40.375 Span 2 Interior Girder 1 5 After New Utility 16 LinStatic 2.525 -0.311 -0.917 -1.3321 -0.6749 -3.0414 40.375 10.5 -0.8108BOBJ1 14 48.2813 Span 2 Interior Girder 1 12.9063 Before New Utility 16 LinStatic 2.247 -0.378 -1.051 -1.5589 2.3568 -0.1185 48.2813 10.5 -0.8108BOBJ1 15 48.2813 Span 2 Interior Girder 1 12.9063 After New Utility 16 LinStatic 1.956 -0.42 -1.108 -1.6037 -2.4606 0.0894 48.2813 10.5 -0.8108BOBJ1 16 56.1875 Span 2 Interior Girder 1 20.8125 Before New Utility 16 LinStatic 1.579 -0.442 -0.807 -1.3614 0.7703 3.7673 56.1875 10.5 -0.8108BOBJ1 17 56.1875 Span 2 Interior Girder 1 20.8125 After New Utility 16 LinStatic 1.675 0.425 -0.111 0.5458 -1.0206 3.705 56.1875 10.5 -0.8108BOBJ1 18 64.0938 Span 2 Interior Girder 1 28.7188 Before New Utility 16 LinStatic 2.243 0.404 0.185 0.8009 -0.6056 0.0228 64.0938 10.5 -0.8108BOBJ1 19 64.0938 Span 2 Interior Girder 1 28.7188 After New Utility 16 LinStatic 2.711 0.363 0.115 0.7722 0.5652 -0.3123 64.0938 10.5 -0.8108BOBJ1 20 72 Span 2 Interior Girder 1 36.625 Before New Utility 16 LinStatic 3.15 0.297 -0.033 0.5703 1.2662 -3.2336 72 10.5 -0.8108BOBJ1 21 72 Span 2 Interior Girder 1 36.625 After New Utility 16 LinStatic 3.461 0.242 -0.03 0.4441 2.068 -3.4588 72 10.5 -0.8108BOBJ1 22 77 Span 2 Interior Girder 1 41.625 Before New Utility 16 LinStatic 3.625 0.204 0.191 0.4916 2.1012 -5.1119 77 10.5 -0.9268BOBJ1 23 77 Span 3 Interior Girder 1 0 After New Utility 16 LinStatic 4.498 -0.317 -1.341 -1.7166 0.735 -6.6643 77 10.5 -0.9268BOBJ1 24 82 Span 3 Interior Girder 1 5 Before New Utility 16 LinStatic 4.316 -0.36 -1.041 -1.5317 3.869 -4.3198 82 10.5 -0.8108BOBJ1 25 82 Span 3 Interior Girder 1 5 After New Utility 16 LinStatic 3.996 -0.416 -0.996 -1.6872 0.1384 -4.0912 82 10.5 -0.8108BOBJ1 26 92 Span 3 Interior Girder 1 15 Before New Utility 16 LinStatic 3.287 -0.535 -1.259 -2.1053 2.2676 1.1996 92 10.5 -0.8108BOBJ1 27 92 Span 3 Interior Girder 1 15 After New Utility 16 LinStatic 3.046 -0.56 -1.407 -2.1336 -2.552 1.3685 92 10.5 -0.8108BOBJ1 28 102 Span 3 Interior Girder 1 25 Before New Utility 16 LinStatic 2.406 -0.597 -1.035 -1.7008 1.0135 7.6312 102 10.5 -0.8108BOBJ1 29 102 Span 3 Interior Girder 1 25 After New Utility 16 LinStatic 2.455 0.584 0.487 1.0509 0.1197 7.607 102 10.5 -0.8108BOBJ1 30 112 Span 3 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BOBJ1 48 182 Span 5 Right Exterior Girder 5.0016 Before New Utility 16 LinStatic -8.501 -2.638 0.403 3.8026 -0.7994 -9.6945 182 -17.5 -1.2308 BOBJ1 49 182 Span 5 Right Exterior Girder 5.0016 After New Utility 16 LinStatic -7.923 -2.19 0.639 3.2833 1.1942 -10.1107 182 -17.5 -1.2308BOBJ1 50 192 Span 5 Right Exterior Girder 15.0016 Before New Utility 16 LinStatic -6.589 -1.197 0.754 1.7867 -1.3266 5.846 192 -17.5 -1.2308BOBJ1 51 192 Span 5 Right Exterior Girder 15.0016 After New Utility 16 LinStatic -5.932 -0.724 0.766 0.94 0.9626 5.3756 192 -17.5 -1.2308BOBJ1 52 202 Span 5 Right Exterior Girder 25.0016 Before New Utility 16 LinStatic -4.622 0.178 1.499 -0.4779 -5.2199 7.1475 202 -17.5 -1.2308BOBJ1 53 202 Span 5 Right Exterior Girder 25.0016 After New Utility 16 LinStatic -4.588 -0.22 -1.425 0.6208 -5.1001 7.1033 202 -17.5 -1.2308BOBJ1 54 212 Span 5 Right Exterior Girder 35.0016 Before New Utility 16 LinStatic -5.755 0.68 -0.69 -0.804 0.8399 5.6533 212 -17.5 -1.2308BOBJ1 55 212 Span 5 Right Exterior Girder 35.0016 After New Utility 16 LinStatic -6.339 1.152 -0.676 -1.6558 -1.1957 6.072 212 -17.5 -1.2308BOBJ1 56 222 Span 5 Right Exterior Girder 45.0016 Before New Utility 16 LinStatic -7.519 2.142 -0.554 -3.1615 1.0525 -9.5277 222 -17.5 -1.2308BOBJ1 57 222 Span 5 Right Exterior Girder 45.0016 After New Utility 16 LinStatic -8.027 2.588 -0.322 -3.6903 -0.6936 -9.1619 222 -17.5 -1.2308BOBJ1 58 227 Span 5 Right Exterior Girder 50.0031 Before New Utility 16 LinStatic -8.391 2.968 -0.028 -4.4934 -0.0376 -21.8175 227 -17.375 -1.3449BOBJ1 59 227 Span 6 Right Exterior Girder 0 After New Utility 16 LinStatic -8.478 -3.12 0.128 4.699 0.2564 -24.0603 227 -17.375 -1.3449BOBJ1 60 232 Span 6 Right Exterior Girder 5.0016 Before New Utility 16 LinStatic -8.01 -2.739 0.478 3.9113 -0.6662 -10.7334 232 -17.5 -1.2308BOBJ1 61 232 Span 6 Right Exterior Girder 5.0016 After New Utility 16 LinStatic -7.364 -2.289 0.736 3.4139 1.563 -11.198 232 -17.5 -1.2308BOBJ1 62 242 Span 6 Right Exterior Girder 15.0016 Before New Utility 16 LinStatic -5.862 -1.293 0.854 1.9329 -1.3646 5.6142 242 -17.5 -1.2308BOBJ1 63 242 Span 6 Right Exterior Girder 15.0016 After New Utility 16 LinStatic -5.119 -0.819 0.866 1.0911 1.2228 5.0827 242 -17.5 -1.2308BOBJ1 64 252 Span 6 Right Exterior Girder 25.0016 Before New Utility 16 LinStatic -3.635 0.085 1.601 -0.3204 -5.3622 7.6726 252 -17.5 -1.2308BOBJ1 65 252 Span 6 Right Exterior Girder 25.0016 After New Utility 16 LinStatic -3.52 -0.316 -1.333 0.7727 -4.9612 7.5334 252 -17.5 -1.2308BOBJ1 66 262 Span 6 Right Exterior Girder 35.0016 Before New Utility 16 LinStatic -4.527 0.583 -0.599 -0.661 0.6136 6.9334 262 -17.5 -1.2308BOBJ1 67 262 Span 6 Right Exterior Girder 35.0016 After New Utility 16 LinStatic -5.037 1.054 -0.589 -1.5214 -1.1633 7.2989 262 -17.5 -1.2308BOBJ1 68 272 Span 6 Right Exterior Girder 45.0016 Before New Utility 16 LinStatic -6.083 2.043 -0.489 -3.0539 0.7771 -7.411 272 -17.5 -1.2308BOBJ1 69 272 Span 6 Right Exterior Girder 45.0016 After New Utility 16 LinStatic -6.529 2.489 -0.279 -3.6032 -0.7528 -7.0897 272 -17.5 -1.2308BOBJ1 70 277 Span 6 Right Exterior Girder 50.0031 Before New Utility 16 LinStatic -6.86 2.867 -0.014 -4.4187 -0.3097 -19.4456 277 -17.375 -1.3449BOBJ1 71 277 Span 7 Right Exterior Girder 0 After New Utility 16 LinStatic -6.139 -2.725 0.117 3.9784 0.2048 -19.5273 277 -17.375 -1.3449BOBJ1 72 282 Span 7 Right Exterior Girder 5.0016 Before New Utility 16 LinStatic -5.732 -2.351 0.416 3.1741 -0.4567 -7.8433 282 -17.5 -1.2308BOBJ1 73 282 Span 7 Right Exterior Girder 5.0016 After New Utility 16 LinStatic -5.102 -1.865 0.633 2.5225 1.7225 -8.2958 282 -17.5 -1.2308BOBJ1 74 289.9063 Span 7 Right Exterior Girder 12.9078 Before New Utility 16 LinStatic -4.324 -1.28 0.726 1.597 -0.9431 3.5765 289.9063 -17.5 -1.2308BOBJ1 75 289.9063 Span 7 Right Exterior Girder 12.9078 After New Utility 16 LinStatic -3.547 -0.714 0.843 0.63 1.7637 3.0207 289.9063 -17.5 -1.2308BOBJ1 76 297.8125 Span 7 Right Exterior Girder 20.8141 Before New Utility 16 LinStatic -2.805 -0.169 1.256 -0.2386 -3.9396 5.9796 297.8125 -17.5 -1.2308BOBJ1 77 297.8125 Span 7 Right Exterior Girder 20.8141 After New Utility 16 LinStatic -2.572 -0.117 -0.821 0.722 -3.125 5.7771 297.8125 -17.5 -1.2308BOBJ1 78 305.7188 Span 7 Right Exterior Girder 28.7203 Before New Utility 16 LinStatic -2.84 0.425 -0.403 -0.1512 0.7819 4.7522 305.7188 -17.5 -1.2308BOBJ1 79 305.7188 Span 7 Right Exterior Girder 28.7203 After New Utility 16 LinStatic -3.141 0.989 -0.276 -1.1238 -0.2598 4.9684 305.7188 -17.5 -1.2308BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before New Utility 16 LinStatic -3.43 1.572 -0.176 -2.0593 0.5345 -4.9458 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After New Utility 16 LinStatic -3.682 2.054 0.004116 -2.7544 -0.3208 -4.7638 313.625 -17.5 -1.2308BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before New Utility 16 LinStatic -3.773 2.43 0.246 -3.5012 -0.7674 -15.4682 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After New Utility 16 LinStatic -4.187 -3.044 0.219 5.0225 -0.2044 -22.3043 318.625 -17.375 -1.3449BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before New Utility 16 LinStatic -3.653 -2.658 0.591 4.2822 -0.8625 -8.9165 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After New Utility 16 LinStatic -2.971 -2.248 0.832 3.8471 1.5037 -9.4074 323.625 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before New Utility 16 LinStatic -1.589 -1.405 0.847 2.5845 -0.9801 5.0352 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After New Utility 16 LinStatic -1.011 -1.005 0.707 1.8139 1.0285 4.6208 332.0833 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before New Utility 16 LinStatic -0.239 -0.241 0.302 0.088 -0.5728 9.3253 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After New Utility 16 LinStatic -0.065 0.134 0.099 -0.8096 0.038 9.2013 340.5417 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before New Utility 16 LinStatic -0.023 0.895 -0.099 -2.4925 0.371 4.8252 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After New Utility 16 LinStatic -0.046 1.267 0.043 -3.1261 0.3138 4.8436 349 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before New Utility 16 LinStatic -0.158 1.623 0.477 -3.5429 -1.3574 -2.3011 354 -17.5 -1.2308

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Max Postive M Max Negative M Max V range
Kip-ft Kip-ft Kip

13.31 -31.85 4.07 4 95

7.63 -7.92 0.62 96 1871.34 -1.55 0.15 188 2790.99 -1.45 0.16 280 3715.69 -5.63 0.49 372 4639.45 -24.06 3.12 464 555 Unfactored New Utility OnlyOffset 0.75 ft
Row Row+2 Location 1 Location 2 M max M near M target
38 40 127 132 -31.85 -14.11 -29.19
130 132 127 132 -7.92 -5.15 -7.51222 224 127 132 -1.55 -1.03 -1.47296 298 56.1875 64.0938 -1.45 -1.01 -1.41430 432 227 232 -5.63 -4.01 -5.39522 524 227 232 -24.06 -11.20 -22.13 Offset 3 ft
Row Row+2 Location 1 Location 2 V max V near V target
26 28 77 82 -4.07 -3.10 3.49
135 137 152 162 -0.62 0.53 0.27291 293 40.375 48.2813 0.15 0.14 0.15290 292 35.375 40.375 0.16 0.15 0.15 68 70 252 262 -0.49 1.25 0.03
522 524 227 232 -3.12 -2.29 2.62
Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip

13.3 -29.2 3.5 7.6 -7.5 0.3 9.5 -22.1 2.6

16.6 -36.5 4.4 9.5 -9.4 0.3 11.8 -27.7 3.3 Factor by 1.25 Reduced at face of pier for moment and 3ft away for shear North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3
South Exterior Girder
Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior Girder 4Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Find End Shear @36" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
North Exterior Girder Interior Girder South Exterior Girder Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative M
Max
V
Max
Postive M
Max
Negative
Max
V

Page 237 ends

Max Postive MMax Negative MMax V range1 range2
Kip-ft Kip-ft Kip

13.31 -23.05 3.68 4 13 86 95

2.95 -0.14 0.13 96 105 178 1871.34 0.42 0.04 188 197 270 2790.99 -0.09 0.06 280 289 362 3711.81 -2.73 0.16 372 381 454 4639.45 -22.30 3.04 464 473 546 555 Offset 0.75 ft
Row Row+/-1 Location 1 Location 2 M max M near M target 86 87 318.625 323.625 -23.05 -6.92 -20.63
178 179 318.625 323.625 -0.14 -0.04 -0.12270 271 318.625 323.625 0.42 0.49 0.43289 288 35.375 30.375 -0.09 -0.04 -0.08454 455 318.625 323.625 -2.73 -2.30 -2.66546 547 318.625 323.625 -22.30 -8.92 -20.30 Offset 3 ft
Row Row+/-1 Location 1 Location 2 V max V near V target 86 87 318.625 323.625 -3.68 -2.77 3.13
105 104 35.375 30.375 -0.13 -0.08 0.10
98 99 5 13.4583 0.04 0.03 0.0397 96 5 0 0.06 0.09 0.08
458 459 332.0833 340.5417 -0.16 -0.14 0.15546 547 318.625 323.625 -3.04 -2.66 2.81 Kip-ft Kip Kip-ft Kip Kip-ft Kip
-20.6 3.1 -2.7 0.2 -20.3 2.8-25.8 3.9 -3.3 0.2 -25.4 3.5 Factor by 1.25 Reduced at face of pier for moment and 3ft away for shear At Pier 2&8
North Exterior Girder
Interior Girder 1Interior Girder 2
Interior Girder South Exterior Girder
Interior Girder 3Interior Girder 4
South Exterior Girder
Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Shear
V
Moment& Shear
at Span 1&8
Find End Shear @36" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3
Negative
M
Shear
V
Negative
M
Shear
V
Negative
M
Interior Girder 4
South Exterior Girder
North
Exterior Girder

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TABLE: Bridge Object Girder Forces
BridgeObj BridgeCut Station Span Girder GirderDist LocType OutputCase CaseType P V2 V3 T M2 M3 GlobalX GlobalY GlobalZ Text Unitless ft Text Text ft Text Text Text Kip Kip Kip Kip-ft Kip-ft Kip-ft ft ft ft BOBJ1 1 0 Span 1 Left Exterior Girder 0 After New Utility 24 LinStatic -0.424 -5.117 0.793 -11.9938 3.232 -8.7994 1.18E-15 210 -8.47BOBJ1 2 5 Span 1 Left Exterior Girder 5 Before New Utility 24 LinStatic 0.373 -3.387 -0.503 -9.0413 -0.2309 11.8893 5 210 -8.47BOBJ1 3 5 Span 1 Left Exterior Girder 5 After New Utility 24 LinStatic 1 -3.345 -0.916 -9.7268 -2.3448 11.4401 5 210 -8.47BOBJ1 4 13.4583 Span 1 Left Exterior Girder 13.4583 Before New Utility 24 LinStatic 2.056 -0.494 -0.529 -3.2575 0.5726 26.8904 13.4583 210 -8.47BOBJ1 5 13.4583 Span 1 Left Exterior Girder 13.4583 After New Utility 24 LinStatic 2.243 -0.525 -0.039 -3.2851 -0.0713 26.7601 13.4583 210 -8.47BOBJ1 6 21.9167 Span 1 Left Exterior Girder 21.9167 Before New Utility 24 LinStatic 1.622 2.296 0.818 3.4302 -1.2834 19.7387 21.9167 210 -8.47BOBJ1 7 21.9167 Span 1 Left Exterior Girder 21.9167 After New Utility 24 LinStatic 0.879 2.312 1.149 3.1461 1.2619 20.2764 21.9167 210 -8.47BOBJ1 8 30.375 Span 1 Left Exterior Girder 30.375 Before New Utility 24 LinStatic -1.096 5.318 0.949 8.7333 -1.2857 -10.5215 30.375 210 -8.47BOBJ1 9 30.375 Span 1 Left Exterior Girder 30.375 After New Utility 24 LinStatic -2.069 5.419 0.413 7.7891 2.0369 -9.8197 30.375 210 -8.47BOBJ1 10 35.375 Span 1 Left Exterior Girder 35.3766 Before New Utility 24 LinStatic -2.81 7.198 -0.394 11.7644 4.1814 -40.5028 35.375 208.5 -9.884BOBJ1 11 35.375 Span 2 Left Exterior Girder 0 After New Utility 24 LinStatic -2.241 -6.331 1.197 -9.1422 4.5122 -37.1983 35.375 208.5 -9.884BOBJ1 12 40.375 Span 2 Left Exterior Girder 5.0016 Before New Utility 24 LinStatic -2.091 -4.564 0.413 -5.2864 0.2727 -10.3325 40.375 210 -8.47BOBJ1 13 40.375 Span 2 Left Exterior Girder 5.0016 After New Utility 24 LinStatic -1.636 -4.455 -0.163 -6.2722 -1.2501 -10.6623 40.375 210 -8.47BOBJ1 14 48.2813 Span 2 Left Exterior Girder 12.9078 Before New Utility 24 LinStatic -1.072 -1.675 -0.505 -0.7039 -0.5157 13.1606 48.2813 210 -8.47BOBJ1 15 48.2813 Span 2 Left Exterior Girder 12.9078 After New Utility 24 LinStatic -0.468 -1.609 -0.839 -1.5112 -2.583 12.7273 48.2813 210 -8.47BOBJ1 16 56.1875 Span 2 Left Exterior Girder 20.8141 Before New Utility 24 LinStatic 0.113 1.071 -2.046 3.8507 6.819 14.4384 56.1875 210 -8.47BOBJ1 17 56.1875 Span 2 Left Exterior Girder 20.8141 After New Utility 24 LinStatic -0.349 -0.074 2.95 -2.068 8.4128 15.0043 56.1875 210 -8.47BOBJ1 18 64.0938 Span 2 Left Exterior Girder 28.7203 Before New Utility 24 LinStatic -1.902 2.621 1.76 3.2525 -4.8274 6.0443 64.0938 210 -8.47BOBJ1 19 64.0938 Span 2 Left Exterior Girder 28.7203 After New Utility 24 LinStatic -3.484 2.707 1.451 2.3785 0.6306 7.1769 64.0938 210 -8.47BOBJ1 20 72 Span 2 Left Exterior Girder 36.6266 Before New Utility 24 LinStatic -5.049 5.511 1.091 7.8363 -4.0344 -24.1865 72 210 -8.47BOBJ1 21 72 Span 2 Left Exterior Girder 36.6266 After New Utility 24 LinStatic -6.306 5.641 0.398 6.6814 0.2691 -23.2821 72 210 -8.47BOBJ1 22 77 Span 2 Left Exterior Girder 41.6281 Before New Utility 24 LinStatic -7.13 7.413 -0.582 10.6057 2.6816 -54.4983 77 208.5 -9.884BOBJ1 23 77 Span 3 Left Exterior Girder 0 After New Utility 24 LinStatic -8.238 -7.605 1.453 -11.0108 4.951 -55.0922 77 208.5 -9.884BOBJ1 24 82 Span 3 Left Exterior Girder 5.0016 Before New Utility 24 LinStatic -7.994 -5.829 0.544 -7.1379 0.2094 -22.6396 82 210 -8.47BOBJ1 25 82 Span 3 Left Exterior Girder 5.0016 After New Utility 24 LinStatic -7.643 -5.706 -0.11 -8.2486 -0.9123 -22.8903 82 210 -8.47BOBJ1 26 92 Span 3 Left Exterior Girder 15.0016 Before New Utility 24 LinStatic -6.846 -2.103 -0.535 -1.8501 0.3106 15.5069 92 210 -8.47BOBJ1 27 92 Span 3 Left Exterior Girder 15.0016 After New Utility 24 LinStatic -6.461 -2.066 -0.493 -2.3644 -0.9799 15.2373 92 210 -8.47BOBJ1 28 102 Span 3 Left Exterior Girder 25.0016 Before New Utility 24 LinStatic -5.634 1.316 -2.601 3.7282 10.1619 18.3512 102 210 -8.47BOBJ1 29 102 Span 3 Left Exterior Girder 25.0016 After New Utility 24 LinStatic -6.399 -0.641 4.232 -2.0561 12.8267 18.9826 102 210 -8.47BOBJ1 30 112 Span 3 Left Exterior Girder 35.0016 Before New Utility 24 LinStatic -10.398 2.754 2.181 4.0265 -3.7009 11.3077 112 210 -8.47BOBJ1 31 112 Span 3 Left Exterior Girder 35.0016 After New Utility 24 LinStatic -12.376 2.802 2.268 3.4993 3.1447 12.7294 112 210 -8.47BOBJ1 32 122 Span 3 Left Exterior Girder 45.0016 Before New Utility 24 LinStatic -16.58 6.436 1.993 9.8825 -4.1056 -30.3897 122 210 -8.47BOBJ1 33 122 Span 3 Left Exterior Girder 45.0016 After New Utility 24 LinStatic -18.496 6.57 1.424 8.788 2.4759 -29.012 122 210 -8.47BOBJ1 34 127 Span 3 Left Exterior Girder 50.0031 Before New Utility 24 LinStatic -19.854 8.36 0.536 12.9551 -0.2304 -63.0594 127 208.5 -9.884BOBJ1 35 127 Span 4 Left Exterior Girder 0 After New Utility 24 LinStatic -19.702 -8.128 -0.485 -12.6601 0.0025 -59.3069 127 208.5 -9.884BOBJ1 36 132 Span 4 Left Exterior Girder 5.0016 Before New Utility 24 LinStatic -18.444 -6.341 -1.271 -8.4469 2.5572 -26.3219 132 210 -8.47BOBJ1 37 132 Span 4 Left Exterior Girder 5.0016 After New Utility 24 LinStatic -16.656 -6.207 -1.799 -9.5139 -3.5832 -27.6014 132 210 -8.47BOBJ1 38 142 Span 4 Left Exterior Girder 15.0016 Before New Utility 24 LinStatic -12.824 -2.587 -2.055 -3.0625 3.0147 13.5525 142 210 -8.47BOBJ1 39 142 Span 4 Left Exterior Girder 15.0016 After New Utility 24 LinStatic -10.997 -2.544 -1.976 -3.5761 -3.3193 12.2515 142 210 -8.47BOBJ1 40 152 Span 4 Left Exterior Girder 25.0016 Before New Utility 24 LinStatic -7.35 0.844 -4.042 2.5187 12.5715 18.0973 152 210 -8.47BOBJ1 41 152 Span 4 Left Exterior Girder 25.0016 After New Utility 24 LinStatic -6.722 -1.114 2.788 -3.2666 10.3616 17.6823 152 210 -8.47BOBJ1 42 162 Span 4 Left Exterior Girder 35.0016 Before New Utility 24 LinStatic -7.885 2.275 0.684 2.8023 -1.3941 12.7434 162 210 -8.47BOBJ1 43 162 Span 4 Left Exterior Girder 35.0016 After New Utility 24 LinStatic -8.4 2.316 0.725 2.2673 0.3409 13.1202 162 210 -8.47BOBJ1 44 172 Span 4 Left Exterior Girder 45.0016 Before New Utility 24 LinStatic -9.507 5.932 0.247 8.573 -1.374 -27.2651 172 210 -8.47BOBJ1 45 172 Span 4 Left Exterior Girder 45.0016 After New Utility 24 LinStatic -9.972 6.054 -0.459 7.4277 0.1385 -26.9265 172 210 -8.47BOBJ1 46 177 Span 4 Left Exterior Girder 50.0031 Before New Utility 24 LinStatic -10.274 7.835 -1.466 11.243 4.6615 -60.2384 177 208.5 -9.884BOBJ1 47 177 Span 5 Left Exterior Girder 0 After New Utility 24 LinStatic -10.683 -8.049 0.405 -11.9824 2.8361 -60.3273 177 208.5 -9.884

Page 239 ends

BOBJ1 48 182 Span 5 Left Exterior Girder 5.0016 Before New Utility 24 LinStatic -9.693 -6.265 -0.587 -8.0196 1.2314 -26.4937 182 210 -8.47 BOBJ1 49 182 Span 5 Left Exterior Girder 5.0016 After New Utility 24 LinStatic -8.333 -6.132 -1.281 -9.1995 -3.4209 -27.4676 182 210 -8.47BOBJ1 50 192 Span 5 Left Exterior Girder 15.0016 Before New Utility 24 LinStatic -5.323 -2.509 -1.67 -2.8481 1.6259 13.5067 192 210 -8.47BOBJ1 51 192 Span 5 Left Exterior Girder 15.0016 After New Utility 24 LinStatic -3.862 -2.466 -1.608 -3.3758 -3.4263 12.4676 192 210 -8.47BOBJ1 52 202 Span 5 Left Exterior Girder 25.0016 Before New Utility 24 LinStatic -0.908 0.924 -3.717 2.6872 11.4027 18.0165 202 210 -8.47BOBJ1 53 202 Span 5 Left Exterior Girder 25.0016 After New Utility 24 LinStatic -0.631 -1.038 3.176 -3.0916 10.4212 17.8098 202 210 -8.47BOBJ1 54 212 Span 5 Left Exterior Girder 35.0016 Before New Utility 24 LinStatic -2.51 2.35 1.057 2.9731 -2.6032 12.6279 212 210 -8.47BOBJ1 55 212 Span 5 Left Exterior Girder 35.0016 After New Utility 24 LinStatic -3.393 2.391 1.112 2.4491 0.4169 13.2671 212 210 -8.47BOBJ1 56 222 Span 5 Left Exterior Girder 45.0016 Before New Utility 24 LinStatic -5.261 6.008 0.687 8.7908 -2.7658 -27.3271 222 210 -8.47BOBJ1 57 222 Span 5 Left Exterior Girder 45.0016 After New Utility 24 LinStatic -6.063 6.132 -0.00927 7.6463 -0.0716 -26.7466 222 210 -8.47BOBJ1 58 227 Span 5 Left Exterior Girder 50.0031 Before New Utility 24 LinStatic -6.599 7.914 -1.053 11.4877 3.5719 -60.7078 227 208.5 -9.884BOBJ1 59 227 Span 6 Left Exterior Girder 0 After New Utility 24 LinStatic -6.979 -8.179 0.253 -12.1254 2.1741 -62.1702 227 208.5 -9.884BOBJ1 60 232 Span 6 Left Exterior Girder 5.0016 Before New Utility 24 LinStatic -5.901 -6.393 -0.81 -8.1859 0.7186 -27.3241 232 210 -8.47BOBJ1 61 232 Span 6 Left Exterior Girder 5.0016 After New Utility 24 LinStatic -4.386 -6.259 -1.519 -9.3831 -4.4682 -28.408 232 210 -8.47BOBJ1 62 242 Span 6 Left Exterior Girder 15.0016 Before New Utility 24 LinStatic 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1.6748 6.1802 112 -210 -14.77BOBJ1 31 112 Span 3 Right Exterior Girder 35.0016 After New Utility 24 LinStatic 12.163 0.63 -0.135 -0.4725 1.477 6.2278 112 -210 -14.77BOBJ1 32 122 Span 3 Right Exterior Girder 45.0016 Before New Utility 24 LinStatic 12.216 2.072 0.204 -2.9193 1.6755 -7.2897 122 -210 -14.77BOBJ1 33 122 Span 3 Right Exterior Girder 45.0016 After New Utility 24 LinStatic 12.388 2.115 0.653 -2.3644 2.3141 -7.4104 122 -210 -14.77BOBJ1 34 127 Span 3 Right Exterior Girder 50.0031 Before New Utility 24 LinStatic 12.553 2.826 1.25 -3.6338 -3.3898 -21.3361 127 -208.5 -16.139BOBJ1 35 127 Span 4 Right Exterior Girder 0 After New Utility 24 LinStatic 12.431 -2.984 -1.195 3.896 -3.1426 -24.7169 127 -208.5 -16.139BOBJ1 36 132 Span 4 Right Exterior Girder 5.0016 Before New Utility 24 LinStatic 12.368 -2.27 -0.525 2.6641 2.4724 -10.0976 132 -210 -14.77BOBJ1 37 132 Span 4 Right Exterior Girder 5.0016 After New Utility 24 LinStatic 12.33 -2.22 -0.033 3.2778 2.3038 -10.0701 132 -210 -14.77

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BOBJ1 38 142 Span 4 Right Exterior Girder 15.0016 Before New Utility 24 LinStatic 12.58 -0.767 0.293 0.8668 1.4769 4.652 142 -210 -14.77 BOBJ1 39 142 Span 4 Right Exterior Girder 15.0016 After New Utility 24 LinStatic 12.799 -0.752 0.321 1.1113 2.2267 4.4978 142 -210 -14.77BOBJ1 40 152 Span 4 Right Exterior Girder 25.0016 Before New Utility 24 LinStatic 13.249 0.606 1.152 -1.3195 -3.0249 4.8846 152 -210 -14.77BOBJ1 41 152 Span 4 Right Exterior Girder 25.0016 After New Utility 24 LinStatic 12.641 -0.399 -2.394 0.6054 -5.1677 5.2685 152 -210 -14.77BOBJ1 42 162 Span 4 Right Exterior Girder 35.0016 Before New Utility 24 LinStatic 9.725 0.959 -1.607 -1.8551 3.9703 4.57 162 -210 -14.77BOBJ1 43 162 Span 4 Right Exterior Girder 35.0016 After New Utility 24 LinStatic 8.246 0.977 -1.618 -1.6328 -1.2175 5.6308 162 -210 -14.77BOBJ1 44 172 Span 4 Right Exterior Girder 45.0016 Before New Utility 24 LinStatic 5.275 2.438 -1.521 -4.1786 4.2633 -9.2894 172 -210 -14.77BOBJ1 45 172 Span 4 Right Exterior Girder 45.0016 After New Utility 24 LinStatic 4.002 2.494 -1.255 -3.7068 -0.1806 -8.3754 172 -210 -14.77BOBJ1 46 177 Span 4 Right Exterior Girder 50.0031 Before New Utility 24 LinStatic 3.101 3.214 -0.829 -5.356 1.4934 -22.3585 177 -208.5 -16.139BOBJ1 47 177 Span 5 Right Exterior Girder 0 After New Utility 24 LinStatic 3.372 -3.015 -0.242 4.6134 -0.4104 -22.4618 177 -208.5 -16.139BOBJ1 48 182 Span 5 Right Exterior Girder 5.0016 Before New Utility 24 LinStatic 3.592 -2.299 0.187 3.1037 0.8987 -8.9443 182 -210 -14.77BOBJ1 49 182 Span 5 Right Exterior Girder 5.0016 After New Utility 24 LinStatic 3.988 -2.247 0.485 3.5861 2.2569 -9.228 182 -210 -14.77BOBJ1 50 192 Span 5 Right Exterior Girder 15.0016 Before New Utility 24 LinStatic 5.059 -0.796 0.666 1.0688 -0.0259 5.1864 192 -210 -14.77BOBJ1 51 192 Span 5 Right Exterior Girder 15.0016 After New Utility 24 LinStatic 5.643 -0.78 0.68 1.3018 2.0109 4.7713 192 -210 -14.77BOBJ1 52 202 Span 5 Right Exterior Girder 25.0016 Before New Utility 24 LinStatic 6.782 0.576 1.467 -1.1596 -4.2007 4.9582 202 -210 -14.77BOBJ1 53 202 Span 5 Right Exterior Girder 25.0016 After New Utility 24 LinStatic 6.52 -0.426 -2.019 0.7679 -5.1194 5.1361 202 -210 -14.77BOBJ1 54 212 Span 5 Right Exterior Girder 35.0016 Before New Utility 24 LinStatic 4.307 0.932 -1.248 -1.7001 2.865 4.2027 212 -210 -14.77BOBJ1 55 212 Span 5 Right Exterior Girder 35.0016 After New Utility 24 LinStatic 3.188 0.95 -1.247 -1.4679 -1.0522 5.0059 212 -210 -14.77BOBJ1 56 222 Span 5 Right Exterior Girder 45.0016 Before New Utility 24 LinStatic 0.974 2.408 -1.077 -3.9678 3.0415 -10.1752 222 -210 -14.77BOBJ1 57 222 Span 5 Right Exterior Girder 45.0016 After New Utility 24 LinStatic 0.047 2.463 -0.78 -3.4804 -0.1811 -9.5093 222 -210 -14.77BOBJ1 58 227 Span 5 Right Exterior Girder 50.0031 Before New Utility 24 LinStatic -0.607 3.181 -0.362 -5.083 0.4594 -23.0785 227 -208.5 -16.139BOBJ1 59 227 Span 6 Right Exterior Girder 0 After New Utility 24 LinStatic -0.407 -3.024 -0.442 4.474 -1.0116 -22.4727 227 -208.5 -16.139BOBJ1 60 232 Span 6 Right Exterior Girder 5.0016 Before New Utility 24 LinStatic -0.279 -2.309 -0.038 2.9637 0.5712 -9.2793 232 -210 -14.77BOBJ1 61 232 Span 6 Right Exterior Girder 5.0016 After New Utility 24 LinStatic -0.027 -2.259 0.278 3.453 1.4164 -9.4591 232 -210 -14.77BOBJ1 62 242 Span 6 Right Exterior Girder 15.0016 Before New Utility 24 LinStatic 0.715 -0.811 0.514 0.9641 -0.2502 5.3271 242 -210 -14.77BOBJ1 63 242 Span 6 Right Exterior Girder 15.0016 After New Utility 24 LinStatic 1.148 -0.797 0.539 1.2014 1.2507 5.0204 242 -210 -14.77BOBJ1 64 252 Span 6 Right Exterior Girder 25.0016 Before New Utility 24 LinStatic 1.997 0.558 1.31 -1.2762 -4.5267 5.5853 252 -210 -14.77BOBJ1 65 252 Span 6 Right Exterior Girder 25.0016 After New Utility 24 LinStatic 1.594 -0.446 -2.13 0.6404 -5.9463 5.8719 252 -210 -14.77BOBJ1 66 262 Span 6 Right Exterior Girder 35.0016 Before New Utility 24 LinStatic -0.913 0.915 -1.4 -1.8517 2.3319 5.3346 262 -210 -14.77BOBJ1 67 262 Span 6 Right Exterior Girder 35.0016 After New Utility 24 LinStatic -2.199 0.934 -1.412 -1.6246 -2.1734 6.2569 262 -210 -14.77BOBJ1 68 272 Span 6 Right Exterior Girder 45.0016 Before New Utility 24 LinStatic -4.821 2.398 -1.326 -4.1718 2.4959 -8.4997 272 -210 -14.77BOBJ1 69 272 Span 6 Right Exterior Girder 45.0016 After New Utility 24 LinStatic -5.976 2.455 -1.145 -3.758 -1.5264 -7.671 272 -210 -14.77BOBJ1 70 277 Span 6 Right Exterior Girder 50.0031 Before New Utility 24 LinStatic -6.817 3.175 -0.898 -5.5403 1.4845 -20.3519 277 -208.5 -16.139BOBJ1 71 277 Span 7 Right Exterior Girder 0 After New Utility 24 LinStatic -5.445 -2.755 0.04 4.2518 0.3054 -18.6733 277 -208.5 -16.139BOBJ1 72 282 Span 7 Right Exterior Girder 5.0016 Before New Utility 24 LinStatic -5.162 -2.044 0.303 2.5954 -0.2366 -7.5121 282 -210 -14.77BOBJ1 73 282 Span 7 Right Exterior Girder 5.0016 After New Utility 24 LinStatic -4.655 -1.997 0.509 2.9912 1.5121 -7.8765 282 -210 -14.77BOBJ1 74 289.9063 Span 7 Right Exterior Girder 12.9078 Before New Utility 24 LinStatic -4.014 -0.878 0.61 0.7655 -0.6861 3.0267 289.9063 -210 -14.77BOBJ1 75 289.9063 Span 7 Right Exterior Girder 12.9078 After New Utility 24 LinStatic -3.358 -0.85 0.739 1.0977 1.6004 2.557 289.9063 -210 -14.77BOBJ1 76 297.8125 Span 7 Right Exterior Girder 20.8141 Before New Utility 24 LinStatic -2.755 0.227 1.129 -1.0952 -3.6823 4.588 297.8125 -210 -14.77BOBJ1 77 297.8125 Span 7 Right Exterior Girder 20.8141 After New Utility 24 LinStatic -2.781 -0.312 -1.155 1.0442 -3.7763 4.6123 297.8125 -210 -14.77BOBJ1 78 305.7188 Span 7 Right Exterior Girder 28.7203 Before New Utility 24 LinStatic -3.438 0.767 -0.769 -1.1468 1.5339 3.2836 305.7188 -210 -14.77BOBJ1 79 305.7188 Span 7 Right Exterior Girder 28.7203 After New Utility 24 LinStatic -4.159 0.798 -0.649 -0.8113 -0.9856 3.7999 305.7188 -210 -14.77BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before New Utility 24 LinStatic -4.885 1.922 -0.574 -3.0425 1.3259 -6.434 313.625 -210 -14.77BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After New Utility 24 LinStatic -5.518 1.973 -0.427 -2.6778 -0.8702 -5.9795 313.625 -210 -14.77BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before New Utility 24 LinStatic -5.835 2.69 -0.227 -4.3563 0.3901 -16.7323 318.625 -208.5 -16.139BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After New Utility 24 LinStatic -6.155 -3.182 0.749 5.7038 0.916 -20.1988 318.625 -208.5 -16.139BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before New Utility 24 LinStatic -5.438 -2.458 0.995 3.973 -1.6893 -7.3282 323.625 -210 -14.77BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After New Utility 24 LinStatic -4.489 -2.406 1.148 4.3558 1.6129 -8.0078 323.625 -210 -14.77BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before New Utility 24 LinStatic -2.665 -1.18 1.088 2.1156 -1.6543 5.8313 332.0833 -210 -14.77BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After New Utility 24 LinStatic -1.891 -1.166 0.919 2.241 1.0454 5.2792 332.0833 -210 -14.77

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BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before New Utility 24 LinStatic -0.796 -0.022 0.461 -0.4613 -0.9922 9.5076 340.5417 -210 -14.77 BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After New Utility 24 LinStatic -0.488 -0.033 0.231 -0.4619 0.0956 9.2894 340.5417 -210 -14.77BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before New Utility 24 LinStatic -0.221 1.109 0.024 -3.0761 0.1599 4.5588 349 -210 -14.77BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After New Utility 24 LinStatic -0.152 1.119 0.165 -2.8424 0.434 4.5108 349 -210 -14.77BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before New Utility 24 LinStatic -0.2 1.811 0.578 -4.1052 -1.5693 -2.7783 354 -210 -14.77

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Max Postive M Max Negative M Max V range
Kip-ft Kip-ft Kip

26.89 -63.06 8.36 4 9516.35 -15.92 1.43 96 187

2.76 -3.54 0.26 188 2791.22 -2.61 0.29 280 3714.72 -6.73 0.45 372 4639.51 -29.91 3.46 464 555 Unfactored New Utility OnlyOffset 0.75 ft
Row Row+2 Location 1 Location 2 M max M near M target
37 39 127 132 -63.06 -26.32 -57.55
129 131 127 132 -15.92 -9.75 -14.99209 211 77 82 -3.54 0.50 -2.93296 298 56.1875 64.0938 -2.61 -1.18 -2.48381 383 35.375 40.375 -6.73 -5.14 -6.49473 475 35.375 40.375 -29.91 -11.39 -27.13 Offset 3 ft
Row Row+2 Location 1 Location 2 V max V near V target
37 39 127 132 8.36 -6.34 0.46
124 126 102 112 1.43 1.31 1.39198 200 35.375 40.375 0.26 0.24 0.24301 303 77 82 -0.29 0.09 0.06176 178 313.625 318.625 0.45 0.16 0.27473 475 35.375 40.375 3.46 -2.42 0.07 Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip

26.9 -57.5 0.5 16.3 -15.0 1.4 9.5 -27.1 0.1

33.6 -71.9 0.6 20.4 -18.7 1.7 11.9 -33.9 0.1 Factor by 1.25 Reduced at face of pier for moment and 3ft away for shear North Exterior Girder Interior Girder South Exterior Girder Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative M
Max
V
Max
Postive M
Max
Negative
Max
V
Interior Girder 3Interior Girder 4
South Exterior GirderNorth Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Find End Shear @36" away
North Exterior GirderSouth Exterior Girder
Find Negative Moment @9" away
Interior Girder 3Interior Girder 4Interior Girder 1Interior Girder 2 North Exterior Girder

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Max Postive M Max Negative MMax V range1 range2
Kip-ft Kip-ft Kip26.89 -50.29 7.47 4 13 86 95

6.27 -2.87 0.31 96 105 178 1872.58 0.37 0.11 188 197 270 2791.17 -1.14 0.07 280 289 362 3712.76 -6.73 0.28 372 381 454 4639.51 -29.91 3.46 464 473 546 555 Offset 0.75 ft
Row Row+/-1 Location 1 Location 2 M max M near M target 86 87 318.625 323.625 -50.29 -17.53 -45.38
178 179 318.625 323.625 -2.87 -2.32 -2.79270 271 318.625 323.625 0.37 0.41 0.38289 288 35.375 30.375 -1.14 -0.97 -1.12381 380 35.375 30.375 -6.73 -5.65 -6.57473 472 35.375 30.375 -29.91 -14.92 -27.66 Offset 3 ft
Row Row+/-1 Location 1 Location 2 V max V near V target 86 87 318.625 323.625 -7.47 -5.69 6.40
105 104 35.375 30.375 -0.31 -0.21 0.25197 196 35.375 30.375 -0.11 -0.10 0.11362 363 318.625 323.625 0.07 0.06 0.06377 376 21.9167 13.4583 0.28 0.26 0.27473 472 35.375 30.375 3.46 2.73 3.02 Kip-ft Kip Kip-ft Kip Kip-ft Kip
-45.4 6.4 -6.6 0.3 -27.7 3.0-56.7 8.0 -8.2 0.3 -34.6 3.8 Factor by 1.25 Reduced at face of pier for moment and 3ft away for shear Shear
V
Interior Girder
Negative
M
Shear
V
Negative
M
Shear
V
Negative
M
Moment& Shear
at Span 1&8
North
Exterior Girder
South
Exterior Girder
Interior Girder 3Interior Girder 4
South Exterior GirderNorth Exterior Girder
Interior Girder 1Interior Girder 2
Find End Shear @36" away
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior GirderNorth Exterior GirderSouth Exterior Girder Find Negative Moment @9" away
Interior Girder 3Interior Girder 4Interior Girder 1Interior Girder 2 North Exterior Girder
At Pier 2&8

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20233246.001A June 30, 2026
© 2026 Kleinfelder www.kleinfelder.com

APPENDIX C
PIER 4 CAPACITY CHECK CALCULATION
___________________________________________________________________________________

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Project: College Park Dr Bridge Load Rating Page:

Load Rating Project #: 20233246
770 First Ave, Suite 400 Designed: H Xu Date: Jun-26
San Diego, CA 92101 Checked:

Pier CAPACITY
Material
f`c= 3.0 ksi Concrete Strength β= 0.85
fy= 40.0 ksi Rebar strength
Pier Length
2 3 4 5 6 7 8

28.50 ft 29.49 ft 30.26 ft 30.51 ft 30.26 ft 29.49 ft 28.50 ft

3.50 ft -4.00 ft -4.00 ft -4.00 ft -4.00 ft -4.00 ft 3.50 ft

21.92 ft 30.41 ft 31.18 ft 31.43 ft 31.18 ft 30.41 ft 21.92 ft Note: Superstructure depth=37"
Thermal Movement
Temperature change: 35 F Range from -10 to 80 assume half of + or - change Thermal coefficient α: 0.000006 in./in./F
Modulus of Ec= 3122 ksi
Moment of inertia I=
2 3 4 5 6 7 8
1412.7 k-ft 1118.4 k-ft 1056.0 k-ft 872.0 k-ft 1060.9 k-ft 1120.0 k-ft 1406.6 k-ft from model 1078.0 k 1251.5 k 1305.7 k 1301.5 k 1305.5 k 1250.8 k 1078.7 k from model

72.0 k 39.5 k 67.2 k 52.9 k 67.5 k 39.5 k 71.7 k from model Pier 4 Demand from model
Moment Demand From Bottom to Top of Pier 4.

Height Moment Axial V
ft Kip-ft Kip Kip

29.1 1056.0 552.7 67.2

19.4 405.6 656.4 67.2

14.5 275.4 708.3 67.2

9.7 256.6 760.2 67.2

7.8 382.4 780.5 67.2 Check Value

0.0 899.4 864.0 67.2
Note: minimum axial force used for bending capacity check Estimate the cross section with spalled concrete is located at the Lower 1/4 height of the pier 4, H=7.8 ft.

Mu= 382.4 k-ft Moment demand in pier 4 at location with rebar exposed.

Pu= 780.5 k Axial demand in pier 4 at location with rebar exposed. 222102.0 in^4
Strength I Pier Demand Due to DL+LL+Thermal
Bridge Pier
Pier Max Moment
Pier Max Axial Force
Pier Shear
Strength I Locd Combination DL+LL+Thermal
Pier 4
Deck Elev.

Pier Bottom Elev.

Pier Height
Bridge Pier #
Bridge Pier Wall Height

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Project: College Park Dr Bridge Load Rating Page:

Load Rating Project #: 20233246
770 First Ave, Suite 400 Designed: H Xu Date: Jun-26
San Diego, CA 92101 Checked:

Pier 4 Bending Capacity
The bending capacity of the pier 4 uses SPcolumn
SP column results.

The DCR is 0.92, indicates the pier 4 still have sufficient capacity.

The number of rebar on one side is reduced to reflect the rebar strength lost. Total 25 rebars are reduced on one side of the pier.

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Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Kleinfelder - USA. License ID: 80072-1092915-4-2002B-3098B spColumn v10.00 (TM)
Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2021, STRUCTUREPOINT, LLC.

Page 256 ends

STRUCTUREPOINT - spColumn v10.00 (TM) Page | 2
Licensed to: Kleinfelder - USA. License ID: 80072-1092915-4-2002B-3098B 6/25/2026 C:\Users\HXu\OneDrive - Kleinfelder\Deskto...\Pier 4 - peer review update-with sewer 24in Pipe.colx 5:07 PM Contents

1. General Information............................................................................................................................................... 3

2. Material Properties................................................................................................................................................. 3

2.1. Concrete......................................................................................................................................................... 3

2.2. Steel ............................................................................................................................................................... 3

3. Section................................................................................................................................................................... 3

3.1. Shape and Properties..................................................................................................................................... 3

3.2. Section Figure ................................................................................................................................................ 4

3.3. Solids.............................................................................................................................................................. 4

3.3.1. S1............................................................................................................................................................ 4

4. Reinforcement ....................................................................................................................................................... 4

4.1. Bar Set: ASTM A615 ...................................................................................................................................... 4

4.2. Confinement and Factors ............................................................................................................................... 4

4.3. Arrangement................................................................................................................................................... 4

4.4. Bars Provided................................................................................................................................................. 5

5. Control Points ........................................................................................................................................................ 5

6. Factored Loads and Moments with Corresponding Capacity Ratios..................................................................... 5

7. Diagrams ............................................................................................................................................................... 6

7.1. PM at θ=0 [deg].............................................................................................................................................. 6 List of Figures
Figure 1: Column section........................................................................................................................................... 4

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STRUCTUREPOINT - spColumn v10.00 (TM) Page | 3
Licensed to: Kleinfelder - USA. License ID: 80072-1092915-4-2002B-3098B 6/25/2026 C:\Users\HXu\OneDrive - Kleinfelder\Deskto...\Pier 4 - peer review update-with sewer 24in Pipe.colx 5:07 PM

1. General Information
File Name ...\Pier 4 - peer review update-with
sewer 24i...

Project College Park Dr Bridge
Column Pier 4
Engineer HX
Code ACI 318-19
Bar Set ASTM A615
Units English
Run Option Investigation
Run Axis X - axis
Slenderness Not Considered
Column Type Structural
Capacity Method Critical capacity

2. Material Properties

2.1. Concrete
Type Standard
f'c 3 ksi
Ec 3122.02 ksi
fc 2.55 ksi
εu 0.003 in/in
β1 0.85

2.2. Steel
Type Standard
fy 40 ksi
Es 29000 ksi
εty 0.00137931 in/in

3. Section

3.1. Shape and Properties
Type Irregular
Ag 8226 in2
Ix 222102 in4
Iy 1.43166e+008 in4
rx 5.19615 in
ry 131.925 in
Xo 0 in
Yo 0 in

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STRUCTUREPOINT - spColumn v10.00 (TM) Page | 4
Licensed to: Kleinfelder - USA. License ID: 80072-1092915-4-2002B-3098B 6/25/2026 C:\Users\HXu\OneDrive - Kleinfelder\Deskto...\Pier 4 - peer review update-with sewer 24in Pipe.colx 5:07 PM

3.2. Section Figure
Irregular 457 x 18 in 0.51% reinf.

Figure 1: Column section

3.3. Solids

3.3.1. S1
Points X Y Points X Y Points X Y
in in in in in in
1 -228.5 -9.0 2 228.5 -9.0 3 228.5 9.0
4 -228.5 9.0

4. Reinforcement

4.1. Bar Set: ASTM A615
Bar Diameter Area Bar Diameter Area Bar Diameter Area
in in2in in2in in2
#3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31
#6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79
#9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56
#14 1.69 2.25 #18 2.26 4.00

4.2. Confinement and Factors
Confinement type Tied
For #10 bars or less #3 ties
For larger bars #4 ties
Capacity Reduction Factors
Axial compression, (a) 0.8
Tension controlled ɸ, (b) 0.9
Compression controlled ɸ, (c) 0.65

4.3. Arrangement
Pattern Irregular
Bar layout ---
Cover to ---
Clear cover ---
Bars ---
Total steel area, As 41.87 in2
Rho 0.51 %
Minimum clear spacing 10.94 in
(Note: Rho < 1.0%)
S1
y
x

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STRUCTUREPOINT - spColumn v10.00 (TM) Page | 5
Licensed to: Kleinfelder - USA. License ID: 80072-1092915-4-2002B-3098B 6/25/2026 C:\Users\HXu\OneDrive - Kleinfelder\Deskto...\Pier 4 - peer review update-with sewer 24in Pipe.colx 5:07 PM

4.4. Bars Provided
Area X Y Area X Y Area X Y
in2in in in2in in in2in in

0.79 -227.0 7.5 0.79 -192.1 7.5 0.79 -157.2 7.5

0.79 -122.2 7.5 0.79 -87.3 7.5 0.79 -52.4 7.5

0.79 -17.5 7.5 0.79 17.5 7.5 0.79 52.4 7.5

0.79 87.3 7.5 0.79 122.2 7.5 0.79 157.2 7.5

0.79 192.1 7.5 0.79 227.0 7.5 0.79 -227.0 -7.5

0.79 -215.1 -7.5 0.79 -203.1 -7.5 0.79 -191.2 -7.5

0.79 -179.2 -7.5 0.79 -167.3 -7.5 0.79 -155.3 -7.5

0.79 -143.4 -7.5 0.79 -131.4 -7.5 0.79 -119.5 -7.5

0.79 -107.5 -7.5 0.79 -95.6 -7.5 0.79 -83.6 -7.5

0.79 -71.7 -7.5 0.79 -59.7 -7.5 0.79 -47.8 -7.5

0.79 -35.8 -7.5 0.79 -23.9 -7.5 0.79 -11.9 -7.5

0.79 0.0 -7.5 0.79 11.9 -7.5 0.79 23.9 -7.5

0.79 35.8 -7.5 0.79 47.8 -7.5 0.79 59.7 -7.5

0.79 71.7 -7.5 0.79 83.6 -7.5 0.79 95.6 -7.5

0.79 107.5 -7.5 0.79 119.5 -7.5 0.79 131.4 -7.5

0.79 143.4 -7.5 0.79 155.3 -7.5 0.79 167.3 -7.5

0.79 179.2 -7.5 0.79 191.2 -7.5 0.79 203.1 -7.5

0.79 215.1 -7.5 0.79 227.0 -7.5

5. Control Points
About Point P X-Moment Y-Moment NA Depth dt Depth εt ɸ
kip k-ft k-ft in in
X @ Max compression 14653.8 300.42 0.00 30.54 16.50 -0.00138 0.65000 X @ Allowable comp. 11723.1 2071.96 0.10 17.01 16.50 -0.00009 0.65000 X @ fs = 0.0 11372.7 2228.59 0.10 16.50 16.50 0.00000 0.65000 X @ fs = 0.5 fy 9243.3 2932.81 0.10 13.41 16.50 0.00069 0.65000 X @ Balanced point 7739.4 3193.21 0.11 11.30 16.50 0.00138 0.65000 X @ Tension control 6619.8 3961.91 0.14 6.71 16.50 0.00438 0.90000 X @ Pure bending 0.0 585.29 0.40 1.18 16.50 0.03891 0.90000 X @ Max tension -1507.3 -444.29 0.00 0.00 16.50 9.99999 0.90000 -X @ Max compression 14653.8 300.42 0.00 30.54 16.50 -0.00138 0.65000 -X @ Allowable comp. 11723.1 -1528.84 -0.22 17.62 16.50 -0.00019 0.65000 -X @ fs = 0.0 10891.9 -1928.17 -0.22 16.50 16.50 0.00000 0.65000 -X @ fs = 0.5 fy 8505.8 -2792.83 -0.23 13.41 16.50 0.00069 0.65000 -X @ Balanced point 6745.1 -3213.66 -0.23 11.30 16.50 0.00138 0.65000 -X @ Tension control 5243.1 -3990.23 -0.27 6.71 16.50 0.00438 0.90000 -X @ Pure bending 0.0 -1479.26 -0.45 1.35 16.50 0.03361 0.90000 -X @ Max tension -1507.3 -444.29 0.00 0.00 16.50 9.99999 0.90000

6. Factored Loads and Moments with Corresponding Capacity Ratios NOTE: Calculations are based on "Critical Capacity" Method.

No. Demand Capacity Parameters at Capacity Capacity
Pu Mux ɸPn ɸMnx NA Depth εt ɸ Ratio
kip k-ft kip k-ft in
1 780.50 382.40 0.00 585.29 1.18 0.03891 0.900 0.92

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STRUCTUREPOINT - spColumn v10.00 (TM) Page | 6
Licensed to: Kleinfelder - USA. License ID: 80072-1092915-4-2002B-3098B 6/25/2026 C:\Users\HXu\OneDrive - Kleinfelder\Deskto...\Pier 4 - peer review update-with sewer 24in Pipe.colx 5:07 PM

7. Diagrams

7.1. PM at θ=0 [deg]

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Seal Beach City CouncilJuly 27, 2026

Seal Beach City Council
July 27, 2026