Agenda packet — Seal Beach City Council, July 27, 2026 (part 4 of 8)

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60.5231 371.0585 13.4583 -10.5 -1.1258BOBJ1 5 13.4583 Span 1 Interior Girder 4 13.4583 After Str I-HS20 Inventory for negative bending CombinationMin -33.415 -27.443 -20.255 -36.4819 -52.8345 -40.6871 13.4583 -10.5 -1.1258BOBJ1 6 21.9167 Span 1 Interior Girder 4 21.9167 Before Str I-HS20 Inventory for negative bending CombinationMax 39.879 44.47 30.77 48.5997 42.767 313.3685 21.9167 -10.5 -1.1258BOBJ1 6 21.9167 Span 1 Interior Girder 4 21.9167 Before Str I-HS20 Inventory for negative bending CombinationMin -34.103 -16.683 -22.465 -38.0638 -71.5158 -71.8354 21.9167 -10.5 -1.1258BOBJ1 7 21.9167 Span 1 Interior Girder 4 21.9167 After Str I-HS20 Inventory for negative bending CombinationMax 42.219 53.514 31.947 54.3079 44.6879 313.7204 21.9167 -10.5 -1.1258BOBJ1 7 21.9167 Span 1 Interior Girder 4 21.9167 After Str I-HS20 Inventory for negative bending CombinationMin -32.881 -11.93 -23.681 -41.5626 -40.1563 -70.7652 21.9167 -10.5 -1.1258BOBJ1 8 30.375 Span 1 Interior Girder 4 30.375 Before Str I-HS20 Inventory for negative bending CombinationMax 47.314 72.22 33.172 62.5663 39.8844 147.4362 30.375 -10.5 -1.1258BOBJ1 8 30.375 Span 1 Interior Girder 4 30.375 Before Str I-HS20 Inventory for negative bending CombinationMin -36.582 -6.11 -24.717 -38.8185 -54.6378 -172.4835 30.375 -10.5 -1.1258BOBJ1 9 30.375 Span 1 Interior Girder 4 30.375 After Str I-HS20 Inventory for negative bending CombinationMax 49.329 81.822 34.467 81.5677 49.6172 146.1315 30.375 -10.5 -1.1258BOBJ1 9 30.375 Span 1 Interior Girder 4 30.375 After Str I-HS20 Inventory for negative bending CombinationMin -43.502 -4.279 -24.362 -50.5135 -41.9811 -166.7575 30.375 -10.5 -1.1258BOBJ1 10 35.375 Span 1 Interior Girder 4 35.375 Before Str I-HS20 Inventory for negative bending CombinationMax 54.402 90.425 36.588 88.3716 53.4502 102.8667 35.375 -10.5 -1.2418BOBJ1 10 35.375 Span 1 Interior Girder 4 35.375 Before Str I-HS20 Inventory for negative bending CombinationMin -50.22 -3.932 -24.493 -56.1379 -72.1911 -459.022 35.375 -10.5 -1.2418BOBJ1 11 35.375 Span 2 Interior Girder 4 0 After Str I-HS20 Inventory for negative bending CombinationMax 71.861 6.082 25.688 60.4909 43.1909 70.4124 35.375 -10.5 -1.2418BOBJ1 11 35.375 Span 2 Interior Girder 4 0 After Str I-HS20 Inventory for negative bending CombinationMin -51.652 -86.896 -22.339 -56.473 -42.3856 -429.9727 35.375 -10.5 -1.2418BOBJ1 12 40.375 Span 2 Interior Girder 4 5 Before Str I-HS20 Inventory for negative bending CombinationMax 73.17 6.619 22.769 51.7301 42.7558 109.4452 40.375 -10.5 -1.1258BOBJ1 12 40.375 Span 2 Interior Girder 4 5 Before Str I-HS20 Inventory for negative bending CombinationMin -52.896 -78.134 -18.732 -49.7241 -57.3093 -147.6153 40.375 -10.5 -1.1258BOBJ1 13 40.375 Span 2 Interior Girder 4 5 After Str I-HS20 Inventory for negative bending CombinationMax 73.843 8.753 22.799 43.2442 36.09 110.2537 40.375 -10.5 -1.1258BOBJ1 13 40.375 Span 2 Interior Girder 4 5 After Str I-HS20 Inventory for negative bending CombinationMin -54.21 -64.314 -17.156 -42.2645 -38.7637 -151.9665 40.375 -10.5 -1.1258BOBJ1 14 48.2813 Span 2 Interior Girder 4 12.9063 Before Str I-HS20 Inventory for negative bending CombinationMax 74.634 13.511 23.051 45.2881 45.2114 258.193 48.2813 -10.5 -1.1258BOBJ1 14 48.2813 Span 2 Interior Girder 4 12.9063 Before Str I-HS20 Inventory for negative bending CombinationMin -55.763 -51.263 -19.252 -38.9497 -63.5323 -67.541 48.2813 -10.5 -1.1258BOBJ1 15 48.2813 Span 2 Interior Girder 4 12.9063 After Str I-HS20 Inventory for negative bending CombinationMax 78.087 20.156 24.117 48.3571 52.5784 257.6947 48.2813 -10.5 -1.1258BOBJ1 15 48.2813 Span 2 Interior Girder 4 12.9063 After Str I-HS20 Inventory for negative bending CombinationMin -57.659 -39.269 -21.548 -34.8926 -58.547 -68.4975 48.2813 -10.5 -1.1258BOBJ1 16 56.1875 Span 2 Interior Girder 4 20.8125 Before Str I-HS20 Inventory for negative bending CombinationMax 82.095 28.783 28.849 54.9001 63.8234 304.4991 56.1875 -10.5 -1.1258BOBJ1 16 56.1875 Span 2 Interior Girder 4 20.8125 Before Str I-HS20 Inventory for negative bending CombinationMin -60.298 -28.638 -29.599 -40.4461 -64.5262 -91.3494 56.1875 -10.5 -1.1258BOBJ1 17 56.1875 Span 2 Interior Girder 4 20.8125 After Str I-HS20 Inventory for negative bending CombinationMax 83.782 26.249 33.187 40.9364 53.2482 305.725 56.1875 -10.5 -1.1258BOBJ1 17 56.1875 Span 2 Interior Girder 4 20.8125 After Str I-HS20 Inventory for negative bending CombinationMin -62.128 -29.065 -18.869 -38.5164 -37.8449 -94.3014 56.1875 -10.5 -1.1258BOBJ1 18 64.0938 Span 2 Interior Girder 4 28.7188 Before Str I-HS20 Inventory for negative bending CombinationMax 84.452 37.041 24.091 35.5254 47.5638 283.3815 64.0938 -10.5 -1.1258BOBJ1 18 64.0938 Span 2 Interior Girder 4 28.7188 Before Str I-HS20 Inventory for negative bending CombinationMin -62.234 -19.519 -16.786 -34.5227 -83.9419 -105.5507 64.0938 -10.5 -1.1258BOBJ1 19 64.0938 Span 2 Interior Girder 4 28.7188 After Str I-HS20 Inventory for negative bending CombinationMax 91.06 49.709 23.425 40.005 39.7102 284.6797 64.0938 -10.5 -1.1258BOBJ1 19 64.0938 Span 2 Interior Girder 4 28.7188 After Str I-HS20 Inventory for negative bending CombinationMin -62.577 -12.143 -16.563 -31.1001 -41.1144 -109.5666 64.0938 -10.5 -1.1258BOBJ1 20 72 Span 2 Interior Girder 4 36.625 Before Str I-HS20 Inventory for negative bending CombinationMax 98.043 64.157 23.42 46.5696 48.417 128.0423 72 -10.5 -1.1258BOBJ1 20 72 Span 2 Interior Girder 4 36.625 Before Str I-HS20 Inventory for negative bending CombinationMin -63.744 -6.907 -16.525 -34.23 -73.5132 -157.3746 72 -10.5 -1.1258BOBJ1 21 72 Span 2 Interior Girder 4 36.625 After Str I-HS20 Inventory for negative bending CombinationMax 100.113 79.173 24.549 57.5653 30.7693 127.7751 72 -10.5 -1.1258BOBJ1 21 72 Span 2 Interior Girder 4 36.625 After Str I-HS20 Inventory for negative bending CombinationMin -64.234 -5.076 -16.768 -30.0692 -30.8583 -155.3726 72 -10.5 -1.1258BOBJ1 22 77 Span 2 Interior Girder 4 41.625 Before Str I-HS20 Inventory for negative bending CombinationMax 99.51 87.962 26.023 90.7643 50.3073 83.2951 77 -10.5 -1.2418BOBJ1 22 77 Span 2 Interior Girder 4 41.625 Before Str I-HS20 Inventory for negative bending CombinationMin -64.287 -4.951 -20.671 -51.633 -68.3431 -417.6854 77 -10.5 -1.2418BOBJ1 23 77 Span 3 Interior Girder 4 0 After Str I-HS20 Inventory for negative bending CombinationMax 112.332 7.432 23.202 66.5925 40.3527 100.688 77 -10.5 -1.2418BOBJ1 23 77 Span 3 Interior Girder 4 0 After Str I-HS20 Inventory for negative bending CombinationMin -77.29 -96.767 -21.457 -73.0997 -36.5902 -576.9023 77 -10.5 -1.2418BOBJ1 24 82 Span 3 Interior Girder 4 5 Before Str I-HS20 Inventory for negative bending CombinationMax 114.47 6.858 19.145 54.922 49.4494 119.7592 82 -10.5 -1.1258BOBJ1 24 82 Span 3 Interior Girder 4 5 Before Str I-HS20 Inventory for negative bending CombinationMin -78.183 -89.014 -18.578 -62.1809 -69.2204 -246.3514 82 -10.5 -1.1258BOBJ1 25 82 Span 3 Interior Girder 4 5 After Str I-HS20 Inventory for negative bending CombinationMax 115.644 8.432 19.322 48.702 35.0051 119.8767 82 -10.5 -1.1258BOBJ1 25 82 Span 3 Interior Girder 4 5 After Str I-HS20 Inventory for negative bending CombinationMin -78.796 -77.472 -16.105 -53.7204 -43.4949 -249.4677 82 -10.5 -1.1258BOBJ1 26 92 Span 3 Interior Girder 4 15 Before Str I-HS20 Inventory for negative bending CombinationMax 114.185 14.675 20.785 52.0594 40.0209 321.0731 92 -10.5 -1.1258BOBJ1 26 92 Span 3 Interior Girder 4 15 Before Str I-HS20 Inventory for negative bending CombinationMin -78.844 -55.448 -17.131 -43.322 -69.2392 -82.4368 92 -10.5 -1.1258BOBJ1 27 92 Span 3 Interior Girder 4 15 After Str I-HS20 Inventory for negative bending CombinationMax 113.266 20.412 21.683 53.8139 40.1071 318.5756 92 -10.5 -1.1258BOBJ1 27 92 Span 3 Interior Girder 4 15 After Str I-HS20 Inventory for negative bending CombinationMin -79.484 -45.948 -18.838 -39.153 -62.1817 -81.256 92 -10.5 -1.1258BOBJ1 28 102 Span 3 Interior Girder 4 25 Before Str I-HS20 Inventory for negative bending CombinationMax 118.571 34.982 29.2 63.1798 68.3755 377.8648 102 -10.5 -1.1258BOBJ1 28 102 Span 3 Interior Girder 4 25 Before Str I-HS20 Inventory for negative bending CombinationMin -86.055 -29.436 -35.851 -46.4193 -60.6821 -90.0751 102 -10.5 -1.1258

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112 -10.5 -1.1258BOBJ1 32 122 Span 3 Interior Girder 4 45 Before Str I-HS20 Inventory for negative bending CombinationMax 133.472 76.282 20.379 55.9804 47.5755 124.5529 122 -10.5 -1.1258BOBJ1 32 122 Span 3 Interior Girder 4 45 Before Str I-HS20 Inventory for negative bending CombinationMin -88.154 -7.006 -15.818 -40.7454 -67.559 -229.1507 122 -10.5 -1.1258BOBJ1 33 122 Span 3 Interior Girder 4 45 After Str I-HS20 Inventory for negative bending CombinationMax 134.529 87.986 22.438 64.555 39.1414 124.5818 122 -10.5 -1.1258BOBJ1 33 122 Span 3 Interior Girder 4 45 After Str I-HS20 Inventory for negative bending CombinationMin -87.943 -5.968 -16.754 -35.529 -49.9898 -226.8817 122 -10.5 -1.1258BOBJ1 34 127 Span 3 Interior Girder 4 50 Before Str I-HS20 Inventory for negative bending CombinationMax 133.252 95.676 24.445 96.0812 51.191 80.2889 127 -10.5 -1.2418BOBJ1 34 127 Span 3 Interior Girder 4 50 Before Str I-HS20 Inventory for negative bending CombinationMin -87.389 -6.155 -20.998 -55.9633 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-105.949 289.9063 -10.5 -1.1258BOBJ1 76 297.8125 Span 7 Interior Girder 4 20.8125 Before Str I-HS20 Inventory for negative bending CombinationMax 85.852 29.332 19.49 38.6713 62.1123 311.799 297.8125 -10.5 -1.1258BOBJ1 76 297.8125 Span 7 Interior Girder 4 20.8125 Before Str I-HS20 Inventory for negative bending CombinationMin -65.368 -27.078 -36.705 -44.4096 -39.2489 -109.5414 297.8125 -10.5 -1.1258BOBJ1 77 297.8125 Span 7 Interior Girder 4 20.8125 After Str I-HS20 Inventory for negative bending CombinationMax 83.456 29.563 29.29 39.3297 64.5431 310.7366 297.8125 -10.5 -1.1258BOBJ1 77 297.8125 Span 7 Interior Girder 4 20.8125 After Str I-HS20 Inventory for negative bending CombinationMin -63.238 -28.572 -28.864 -55.9753 -64.2685 -108.838 297.8125 -10.5 -1.1258BOBJ1 78 305.7188 Span 7 Interior Girder 4 28.7188 Before Str I-HS20 Inventory for negative bending CombinationMax 81.724 40.57 20.353 33.4838 51.5606 263.0455 305.7188 -10.5 -1.1258BOBJ1 78 305.7188 Span 7 Interior Girder 4 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BOBJ1 82 318.625 Span 7 Interior Girder 4 41.625 Before Str I-HS20 Inventory for negative bending CombinationMax 83.724 91.41 22.37 62.5952 43.7913 85.7653 318.625 -10.5 -1.2418 BOBJ1 82 318.625 Span 7 Interior Girder 4 41.625 Before Str I-HS20 Inventory for negative bending CombinationMin -52.527 -9.765 -25.403 -59.2617 -42.2876 -475.5276 318.625 -10.5 -1.2418BOBJ1 83 318.625 Span 8 Interior Girder 4 0 After Str I-HS20 Inventory for negative bending CombinationMax 56.938 5.913 24.173 55.6853 56.8136 114.0955 318.625 -10.5 -1.2418BOBJ1 83 318.625 Span 8 Interior Girder 4 0 After Str I-HS20 Inventory for negative bending CombinationMin -47.395 -95.982 -37.735 -99.2707 -73.1819 -500.2606 318.625 -10.5 -1.2418BOBJ1 84 323.625 Span 8 Interior Girder 4 5 Before Str I-HS20 Inventory for negative bending CombinationMax 54.521 5.762 23.363 37.1131 50.6487 135.5621 323.625 -10.5 -1.1258BOBJ1 84 323.625 Span 8 Interior Girder 4 5 Before Str I-HS20 Inventory for negative bending CombinationMin 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CombinationMax 117.74 64.867 8.574 27.5583 56.744 107.8066 313.625 -17.5 -1.2308BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before Str I-HS20 Inventory for negative bending CombinationMin -83.233 -8.551 -17.599 -39.1779 -30.0648 -193.5304 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After Str I-HS20 Inventory for negative bending CombinationMax 116.989 76.503 8.348 31.7056 35.7505 106.9977 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After Str I-HS20 Inventory for negative bending CombinationMin -82.088 -7.016 -13.811 -38.3015 -19.2904 -187.5095 313.625 -17.5 -1.2308BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before Str I-HS20 Inventory for negative bending CombinationMax 117.286 83.021 11.58 32.849 29.3811 90.5565 318.625 -17.375 -1.3449BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before Str I-HS20 Inventory for negative bending CombinationMin -81.047 -6.803 -11.808 -43.3055 -18.7441 -478.7577 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After Str I-HS20 Inventory for negative bending CombinationMax 123.867 5.858 14.424 47.7957 32.6256 137.762 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After Str I-HS20 Inventory for negative bending CombinationMin -85.792 -81.596 -20.33 -49.3151 -30.1095 -457.9709 318.625 -17.375 -1.3449BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before Str I-HS20 Inventory for negative bending CombinationMax 112.695 5.94 12.481 41.866 46.0043 160.4969 323.625 -17.5 -1.2308BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before Str I-HS20 Inventory for negative bending CombinationMin -79.005 -75.051 -14.307 -48.2593 -26.8436 -205.548 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After Str I-HS20 Inventory for negative bending CombinationMax 100.82 7.004 16.208 42.5565 30.6693 163.259 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After Str I-HS20 Inventory for negative bending CombinationMin -71.071 -66.77 -13.739 -46.1513 -23.1962 -209.2006 323.625 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before Str I-HS20 Inventory for negative bending CombinationMax 81.042 12.653 14.289 36.3343 28.6206 302.8542 332.0833 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before Str I-HS20 Inventory for negative bending CombinationMin -56.291 -50.187 -14.815 -39.3479 -44.1929 -79.2219 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After Str I-HS20 Inventory for negative bending CombinationMax 73.128 16.507 12.097 30.2988 21.8457 305.9849 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After Str I-HS20 Inventory for negative bending CombinationMin -49.321 -41.446 -15.078 -33.3142 -65.9789 -83.2869 332.0833 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before Str I-HS20 Inventory for negative bending CombinationMax 56.014 26.773 9.404 23.5061 22.9957 362.8625 340.5417 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before Str I-HS20 Inventory for negative bending CombinationMin -35.468 -24.31 -14.836 -28.7275 -58.4343 -47.6132 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After Str I-HS20 Inventory for negative bending CombinationMax 46.096 33.438 10.173 27.0459 16.7718 369.0837 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After Str I-HS20 Inventory for negative bending CombinationMin -29.515 -20.532 -16.101 -36.1293 -69.8897 -51.4703 340.5417 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before Str I-HS20 Inventory for negative bending CombinationMax 23.088 49.343 9.954 37.3888 19.8714 230.8733 349 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before Str I-HS20 Inventory for negative bending CombinationMin -14.575 -12.422 -19.047 -51.2407 -45.4667 -15.4507 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After Str I-HS20 Inventory for negative bending CombinationMax 11.399 49.323 9.02 39.2438 14.5574 238.2033 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After Str I-HS20 Inventory for negative bending CombinationMin -7.298 -8.576 -18.868 -53.633 -49.4613 -18.7957 349 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before Str I-HS20 Inventory for negative bending CombinationMax 2.339 67.655 8.704 39.9034 17.1142 48.7622 354 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before Str I-HS20 Inventory for negative bending CombinationMin -2.119 -5.443 -17.028 -49.3712 -16.397 -58.7081 354 -17.5 -1.2308

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Max Postive M Max Negative M Max V range Max Postive M Max Negative MMax V Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip
286.83 -336.88 40.21 4 187 221.27 -259.88 31.02338.19 -442.99 77.67 188 371 260.89 -341.74 59.92420.88 -573.91 109.27 372 555 324.68 -442.73 84.30416.57 -506.98 101.34 556 739 321.35 -391.10 78.18397.61 -580.31 96.95 740 923 306.73 -447.67 74.79419.26 -601.50 88.17 924 1107 323.43 -464.02 68.01 Note: Operation= Inventory/ 1.75*1.35
Offset 0.75 ft
Row Row+/-2 Location 1 Location 2 M max M near M target 49 51 77 82 -336.88 -173.31 -312.35
233 235 77 82 -442.99 -192.80 -405.46417 419 77 82 -573.91 -224.38 -521.48575 573 35.375 30.375 -506.98 -165.93 -455.82879 877 277 272 -580.31 -248.91 -530.60 1063 1061 277 272 -601.50 -281.42 -553.49
Offset 3 ft
Row Row+/-2 Location 1 Location 2 V max V near V target 49 51 77 82 -40.21 -38.87 39.40
206 204 35.375 30.375 77.67 69.96 73.04537 539 318.625 323.625 -109.27 -99.60 103.47574 572 35.375 30.375 101.34 92.66 96.13878 876 277 272 96.95 89.18 92.29 1062 1060 277 272 88.17 82.55 84.80
Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip
286.8 -312.3 39.4 420.9 -530.6 103.5 419.3 -553.5 84.8
Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip
221.3 -241.0 30.4 324.7 -409.3 79.8 323.4 -427.0 65.4 Reduced at face of pier for moment and 3ft away for shear Strength I HS20 Inventory Span 2-7 Strength I HS20 Operation Span 2-7 Interior Girder 1 Interior Girder 1
North Exterior Girder North Exterior Girder
Interior Girder 2 Interior Girder 2Interior Girder 3 Interior Girder 3Interior Girder 4 Interior Girder 4 South Exterior Girder South Exterior Girder
Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Find End Shear @36" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3
Max
V
Interior Girder 4
South Exterior Girder
Strength I HS20 Inventory Span 2-7
North Exterior Girder Interior Girder South Exterior Girder Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative M
Max
Postive M
Max
Negative
Max
V
Strength I HS20 Operation Span 2-7
North Exterior Girder Interior Girder South Exterior Girder Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative M
Max
V

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Max Postive M Max Negative MMax V range1 range2
Kip-ft Kip-ft Kip Kip-ft
207.85 -270.74 34.40 4 23 168 187 -208.854316.28 -404.23 77.67 188 207 352 371 -311.834420.88 -556.47 109.27 372 391 536 555 -429.275416.57 -506.98 101.34 556 575 720 739 -391.097397.61 -500.26 95.98 740 759 904 923 -385.915369.08 -457.97 81.78 924 943 1088 1107 -353.292 Offset 0.75 ft
Row Row+/-2 Location 1 Location 2 M max M near M target 23 21 35.375 30.375 -270.74 -148.56 -252.41
207 205 35.375 30.375 -404.23 -179.13 -370.46537 539 318.625 323.625 -556.47 -180.57 -500.08575 573 35.375 30.375 -506.98 -165.93 -455.82905 907 318.625 323.625 -500.26 -174.25 -451.36 1089 1091 318.625 323.625 -457.97 -205.55 -420.11
Offset 3 ft
Row Row+/-2 Location 1 Location 2 V max V near V target 22 20 35.375 30.375 34.40 32.29 33.13
206 204 35.375 30.375 77.67 69.96 73.04537 539 318.625 323.625 -109.27 -99.60 103.47574 572 35.375 30.375 101.34 92.66 96.13905 907 318.625 323.625 -95.98 -87.58 90.94942 940 35.375 30.375 81.78 75.24 77.86 Kip-ft Kip Kip-ft Kip Kip-ft Kip
-252.4 33.1 -500.1 103.5 -420.1 77.9-180.3 23.7 -357.2 73.9 -300.1 55.6 Reduced at face of pier for moment and 3ft away for shear Strength I HS20 Operation At Span 1&8
Max Negative M
Strength I HS20 Inventory At Span 1&8
North Exterior Girder
Interior Girder 1 Interior Girder 1
Inventory
North Exterior Girder
Operation Interior Girder 2 Interior Girder 2 Interior Girder 3 Interior Girder 3 Interior Girder 4 Interior Girder 4
South Exterior Girder South Exterior Girder
Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior 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
Moment& Shear
at Span 1&8 Shear
V
North
Exterior Girder Interior Girder South Exterior Girder
Negative
M
Shear
V
Negative
M
Shear
V
Negative
M
Inventory Operation

Page 133 ends

TABLE: Bridge Object Girder Forces
BridgeObj BridgeCut Station Span Girder GirderDist LocType OutputCase CaseType StepType P V2 V3 T M2 M3 GlobalX GlobalY GlobalZ Text Unitless ft Text Text ft Text 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 Str II-Type 3 CombinationMax 0.907 3.109 0.744 23.2223 2.1873 2.90E+01 1.18E-15 17.5 -0.7058BOBJ1 1 0 Span 1 Left Exterior Girder 0 After Str II-Type 3 CombinationMin -0.294 -11.625 -4.965 -3.8022 -6.0476 -6.2513 1.18E-15 17.5 -0.7058BOBJ1 2 5 Span 1 Left Exterior Girder 5 Before Str II-Type 3 CombinationMax 1.191 3.096 0.592 21.6887 19.5893 67.9408 5 17.5 -0.7058BOBJ1 2 5 Span 1 Left Exterior Girder 5 Before Str II-Type 3 CombinationMin -1.078 -10.433 -3.276 -3.9016 -1.982 -9.9361 5 17.5 -0.7058BOBJ1 3 5 Span 1 Left Exterior Girder 5 After Str II-Type 3 CombinationMax 2.257 3.122 1.523 20.0217 22.8647 68.6871 5 17.5 -0.7058BOBJ1 3 5 Span 1 Left Exterior Girder 5 After Str II-Type 3 CombinationMin -2.468 -9.025 -2.502 -4.1544 -1.14 -9.7407 5 17.5 -0.7058BOBJ1 4 13.4583 Span 1 Left Exterior Girder 13.4583 Before Str II-Type 3 CombinationMax 4.167 5.199 2.28 15.3019 28.8967 104.6859 13.4583 17.5 -0.7058BOBJ1 4 13.4583 Span 1 Left Exterior Girder 13.4583 Before Str II-Type 3 CombinationMin -5.114 -6.047 -1.85 -7.505 -5.634 -33.6649 13.4583 17.5 -0.7058BOBJ1 5 13.4583 Span 1 Left Exterior Girder 13.4583 After Str II-Type 3 CombinationMax 4.382 6.341 1.876 12.9174 29.1765 104.8544 13.4583 17.5 -0.7058BOBJ1 5 13.4583 Span 1 Left Exterior Girder 13.4583 After Str II-Type 3 CombinationMin -5.339 -4.678 -2.009 -9.7614 -4.3356 -33.3773 13.4583 17.5 -0.7058BOBJ1 6 21.9167 Span 1 Left Exterior Girder 21.9167 Before Str II-Type 3 CombinationMax 3.674 8.503 2.208 9.9913 25.7536 85.6191 21.9167 17.5 -0.7058BOBJ1 6 21.9167 Span 1 Left Exterior Girder 21.9167 Before Str II-Type 3 CombinationMin -3.778 -2.664 -2.643 -16.27 -9.3316 -59.0217 21.9167 17.5 -0.7058BOBJ1 7 21.9167 Span 1 Left Exterior Girder 21.9167 After Str II-Type 3 CombinationMax 3.12 9.929 2.578 8.7501 20.4928 84.1403 21.9167 17.5 -0.7058BOBJ1 7 21.9167 Span 1 Left Exterior Girder 21.9167 After Str II-Type 3 CombinationMin -2.804 -2.044 -2.745 -18.459 -8.3861 -58.8048 21.9167 17.5 -0.7058BOBJ1 8 30.375 Span 1 Left Exterior Girder 30.375 Before Str II-Type 3 CombinationMax 6.56 12.02 3.464 6.9537 7.8428 52.5546 30.375 17.5 -0.7058BOBJ1 8 30.375 Span 1 Left Exterior Girder 30.375 Before Str II-Type 3 CombinationMin -3.747 -1.619 -2.352 -22.7321 -10.9551 -85.7407 30.375 17.5 -0.7058BOBJ1 9 30.375 Span 1 Left Exterior Girder 30.375 After Str II-Type 3 CombinationMax 9.285 12.77 4.427 6.5012 9.0576 52.0429 30.375 17.5 -0.7058BOBJ1 9 30.375 Span 1 Left Exterior Girder 30.375 After Str II-Type 3 CombinationMin -4.964 -1.493 -3.632 -24.6785 -19.6006 -86.1604 30.375 17.5 -0.7058BOBJ1 10 35.375 Span 1 Left Exterior Girder 35.3766 Before Str II-Type 3 CombinationMax 12.094 13.372 5.512 6.451 1.4339 43.0302 35.375 17.375 -0.8237BOBJ1 10 35.375 Span 1 Left Exterior Girder 35.3766 Before Str II-Type 3 CombinationMin -6.466 -1.352 -6.695 -24.9371 -13.2932 -120.5033 35.375 17.375 -0.8237 BOBJ1 11 35.375 Span 2 Left Exterior Girder 0 After Str II-Type 3 CombinationMax 11.582 2.98 5.033 21.6182 3.4358 34.2425 35.375 17.375 -0.8237 BOBJ1 11 35.375 Span 2 Left Exterior Girder 0 After Str II-Type 3 CombinationMin -7.372 -14.258 -6.071 -6.5129 -15.698 -122.4348 35.375 17.375 -0.8237BOBJ1 12 40.375 Span 2 Left Exterior Girder 5.0016 Before Str II-Type 3 CombinationMax 8.823 2.983 3.298 19.9137 8.5221 40.8188 40.375 17.5 -0.7058BOBJ1 12 40.375 Span 2 Left Exterior Girder 5.0016 Before Str II-Type 3 CombinationMin -5.244 -13.683 -5.379 -6.5528 -13.4977 -69.3111 40.375 17.5 -0.7058BOBJ1 13 40.375 Span 2 Left Exterior Girder 5.0016 After Str II-Type 3 CombinationMax 7.27 2.991 2.908 15.7379 12.0984 41.1319 40.375 17.5 -0.7058BOBJ1 13 40.375 Span 2 Left Exterior Girder 5.0016 After Str II-Type 3 CombinationMin -4.405 -12.914 -4.982 -6.859 -15.5532 -70.6291 40.375 17.5 -0.7058BOBJ1 14 48.2813 Span 2 Left Exterior Girder 12.9078 Before Str II-Type 3 CombinationMax 9.22 3 3.617 12.4935 18.9282 76.2513 48.2813 17.5 -0.7058BOBJ1 14 48.2813 Span 2 Left Exterior Girder 12.9078 Before Str II-Type 3 CombinationMin -5.565 -12.042 -4.873 -8.7287 -7.1826 -43.4774 48.2813 17.5 -0.7058BOBJ1 15 48.2813 Span 2 Left Exterior Girder 12.9078 After Str II-Type 3 CombinationMax 12 3.351 4.998 10.7857 29.6196 78.729 48.2813 17.5 -0.7058BOBJ1 15 48.2813 Span 2 Left Exterior Girder 12.9078 After Str II-Type 3 CombinationMin -8.354 -10.753 -4.402 -11.932 -14.3102 -45.709 48.2813 17.5 -0.7058 BOBJ1 16 56.1875 Span 2 Left Exterior Girder 20.8141 Before Str II-Type 3 CombinationMax 16.234 4.207 9.744 9.3024 19.4486 113.8637 56.1875 17.5 -0.7058 BOBJ1 16 56.1875 Span 2 Left Exterior Girder 20.8141 Before Str II-Type 3 CombinationMin -11.779 -9.159 -4.55 -14.2017 -10.4832 -31.3492 56.1875 17.5 -0.7058BOBJ1 17 56.1875 Span 2 Left Exterior Girder 20.8141 After Str II-Type 3 CombinationMax 19.806 9.903 2.375 13.5789 15.1756 115.32 56.1875 17.5 -0.7058BOBJ1 17 56.1875 Span 2 Left Exterior Girder 20.8141 After Str II-Type 3 CombinationMin -13.856 -4.623 -8.894 -10.1857 -11.7728 -31.0203 56.1875 17.5 -0.7058BOBJ1 18 64.0938 Span 2 Left Exterior Girder 28.7203 Before Str II-Type 3 CombinationMax 23.095 11.831 2.59 11.511 27.8146 76.3439 64.0938 17.5 -0.7058 BOBJ1 18 64.0938 Span 2 Left Exterior Girder 28.7203 Before Str II-Type 3 CombinationMin -15.444 -3.979 -5.301 -10.5367 -11.2474 -52.8335 64.0938 17.5 -0.7058 BOBJ1 19 64.0938 Span 2 Left Exterior Girder 28.7203 After Str II-Type 3 CombinationMax 26.715 13.38 3.495 7.9868 21.2552 74.1596 64.0938 17.5 -0.7058BOBJ1 19 64.0938 Span 2 Left Exterior Girder 28.7203 After Str II-Type 3 CombinationMin -17.958 -3.967 -4.399 -12.0014 -12.0651 -52.3847 64.0938 17.5 -0.7058BOBJ1 20 72 Span 2 Left Exterior Girder 36.6266 Before Str II-Type 3 CombinationMax 30.699 14.458 3.489 5.2773 11.0567 63.0427 72 17.5 -0.7058BOBJ1 20 72 Span 2 Left Exterior Girder 36.6266 Before Str II-Type 3 CombinationMin -20.678 -4.023 -3.983 -14.8895 -13.0672 -74.283 72 17.5 -0.7058BOBJ1 21 72 Span 2 Left Exterior Girder 36.6266 After Str II-Type 3 CombinationMax 34.39 15.23 3.296 3.8635 8.5453 62.5557 72 17.5 -0.7058BOBJ1 21 72 Span 2 Left Exterior Girder 36.6266 After Str II-Type 3 CombinationMin -22.945 -4.077 -3.806 -18.6729 -15.129 -74.4921 72 17.5 -0.7058BOBJ1 22 77 Span 2 Left Exterior Girder 41.6281 Before Str II-Type 3 CombinationMax 37.489 15.736 4.411 3.4499 6.4079 73.4938 77 17.375 -0.8237BOBJ1 22 77 Span 2 Left Exterior Girder 41.6281 Before Str II-Type 3 CombinationMin -24.542 -4.111 -5.203 -21.3598 -12.0388 -128.5983 77 17.375 -0.8237BOBJ1 23 77 Span 3 Left Exterior Girder 0 After Str II-Type 3 CombinationMax 39.289 2.052 7.197 24.1847 3.1427 47.5481 77 17.375 -0.8237BOBJ1 23 77 Span 3 Left Exterior Girder 0 After Str II-Type 3 CombinationMin -26.986 -15.798 -6.48 -3.712 -16.2326 -149.7564 77 17.375 -0.8237BOBJ1 24 82 Span 3 Left Exterior Girder 5.0016 Before Str II-Type 3 CombinationMax 38.422 2.056 4.144 21.6213 9.7442 46.7751 82 17.5 -0.7058BOBJ1 24 82 Span 3 Left Exterior Girder 5.0016 Before Str II-Type 3 CombinationMin -26.223 -15.346 -5.452 -5.0271 -20.8111 -85.5263 82 17.5 -0.7058BOBJ1 25 82 Span 3 Left Exterior Girder 5.0016 After Str II-Type 3 CombinationMax 38.52 2.066 3.138 18.7837 8.7538 45.249 82 17.5 -0.7058BOBJ1 25 82 Span 3 Left Exterior Girder 5.0016 After Str II-Type 3 CombinationMin -26.638 -15.006 -4.982 -6.0378 -18.4293 -85.707 82 17.5 -0.7058

Page 134 ends

BOBJ1 26 92 Span 3 Left Exterior Girder 15.0016 Before Str II-Type 3 CombinationMax 45.509 2.068 3.722 14.0508 22.1639 86.9648 92 17.5 -0.7058 BOBJ1 26 92 Span 3 Left Exterior Girder 15.0016 Before Str II-Type 3 CombinationMin -31.527 -13.615 -4.89 -10.4074 -6.4484 -36.2358 92 17.5 -0.7058BOBJ1 27 92 Span 3 Left Exterior Girder 15.0016 After Str II-Type 3 CombinationMax 48.985 2.449 4.374 12.7487 32.6871 89.4828 92 17.5 -0.7058BOBJ1 27 92 Span 3 Left Exterior Girder 15.0016 After Str II-Type 3 CombinationMin -33.879 -12.482 -4.739 -12.7551 -15.1474 -37.4649 92 17.5 -0.7058BOBJ1 28 102 Span 3 Left Exterior Girder 25.0016 Before Str II-Type 3 CombinationMax 55.869 3.793 11.863 10.8578 22.1963 151.1591 102 17.5 -0.7058BOBJ1 28 102 Span 3 Left Exterior Girder 25.0016 Before Str II-Type 3 CombinationMin -38.476 -9.536 -4.696 -15.3276 -10.7894 -25.9328 102 17.5 -0.7058BOBJ1 29 102 Span 3 Left Exterior Girder 25.0016 After Str II-Type 3 CombinationMax 59.186 10.076 3.321 15.4862 18.5237 151.6403 102 17.5 -0.7058BOBJ1 29 102 Span 3 Left Exterior Girder 25.0016 After Str II-Type 3 CombinationMin -40.678 -4.158 -11.061 -11.3831 -15.2211 -25.7052 102 17.5 -0.7058BOBJ1 30 112 Span 3 Left Exterior Girder 35.0016 Before Str II-Type 3 CombinationMax 65.855 13.066 3.246 12.6791 31.3383 89.1149 112 17.5 -0.7058BOBJ1 30 112 Span 3 Left Exterior Girder 35.0016 Before Str II-Type 3 CombinationMin -45.209 -2.962 -4.934 -12.4588 -9.3343 -44.3314 112 17.5 -0.7058BOBJ1 31 112 Span 3 Left Exterior Girder 35.0016 After Str II-Type 3 CombinationMax 69.319 14.212 3.549 9.9106 24.2706 87.1282 112 17.5 -0.7058BOBJ1 31 112 Span 3 Left Exterior Girder 35.0016 After Str II-Type 3 CombinationMin -47.571 -2.547 -4.575 -13.8253 -14.4766 -43.8986 112 17.5 -0.7058BOBJ1 32 122 Span 3 Left Exterior Girder 45.0016 Before Str II-Type 3 CombinationMax 76.897 15.643 3.117 4.3906 7.714 51.523 122 17.5 -0.7058BOBJ1 32 122 Span 3 Left Exterior Girder 45.0016 Before Str II-Type 3 CombinationMin -52.76 -2.503 -4.856 -18.1649 -13.9249 -85.6387 122 17.5 -0.7058BOBJ1 33 122 Span 3 Left Exterior Girder 45.0016 After Str II-Type 3 CombinationMax 80.669 15.964 3.752 3.3181 11.7363 51.6334 122 17.5 -0.7058BOBJ1 33 122 Span 3 Left Exterior Girder 45.0016 After Str II-Type 3 CombinationMin -55.362 -2.523 -6.355 -20.8346 -23.6909 -85.9043 122 17.5 -0.7058BOBJ1 34 127 Span 3 Left Exterior Girder 50.0031 Before Str II-Type 3 CombinationMax 83.375 16.397 5.806 4.2838 16.9402 55.42 127 17.375 -0.8237BOBJ1 34 127 Span 3 Left Exterior Girder 50.0031 Before Str II-Type 3 CombinationMin -57.242 -2.542 -9.408 -23.3996 -13.1883 -145.5161 127 17.375 -0.8237BOBJ1 35 127 Span 4 Left Exterior Girder 0 After Str II-Type 3 CombinationMax 83.098 2.225 10.844 23.2725 18.5262 53.5201 127 17.375 -0.8237BOBJ1 35 127 Span 4 Left Exterior Girder 0 After Str II-Type 3 CombinationMin -57.141 -16.194 -7.531 -4.4645 -15.664 -146.93 127 17.375 -0.8237BOBJ1 36 132 Span 4 Left Exterior Girder 5.0016 Before Str II-Type 3 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BOBJ1 69 272 Span 6 Right Exterior Girder 45.0016 After Str II-Type 3 CombinationMin -13.469 -2.229 -4.32 -11.0534 -8.3223 -131.6351 272 -17.5 -1.2308 BOBJ1 70 277 Span 6 Right Exterior Girder 50.0031 Before Str II-Type 3 CombinationMax 25.802 39.336 8.599 22.3987 14.9302 48.0818 277 -17.375 -1.3449BOBJ1 70 277 Span 6 Right Exterior Girder 50.0031 Before Str II-Type 3 CombinationMin -14.571 -2.221 -4.944 -11.1583 -4.4858 -268.0011 277 -17.375 -1.3449BOBJ1 71 277 Span 7 Right Exterior Girder 0 After Str II-Type 3 CombinationMax 24.549 2.018 4.453 10.6876 14.1833 41.7113 277 -17.375 -1.3449BOBJ1 71 277 Span 7 Right Exterior Girder 0 After Str II-Type 3 CombinationMin -14.31 -37.456 -5.423 -19.9355 -3.859 -215.5882 277 -17.375 -1.3449BOBJ1 72 282 Span 7 Right Exterior Girder 5.0016 Before Str II-Type 3 CombinationMax 23.072 2.024 4.967 9.8165 19.1885 52.3707 282 -17.5 -1.2308BOBJ1 72 282 Span 7 Right Exterior Girder 5.0016 Before Str II-Type 3 CombinationMin -13.795 -35.007 -2.534 -18.0636 -8.656 -100.7766 282 -17.5 -1.2308BOBJ1 73 282 Span 7 Right Exterior Girder 5.0016 After Str II-Type 3 CombinationMax 20.649 2.136 5.852 10.7671 19.4561 52.5144 282 -17.5 -1.2308BOBJ1 73 282 Span 7 Right Exterior Girder 5.0016 After Str II-Type 3 CombinationMin -13.02 -30.309 -2.369 -14.3614 -9.8334 -101.6336 282 -17.5 -1.2308BOBJ1 74 289.9063 Span 7 Right Exterior Girder 12.9078 Before Str II-Type 3 CombinationMax 18.9 3.87 5.905 11.0225 13.4167 123.7443 289.9063 -17.5 -1.2308BOBJ1 74 289.9063 Span 7 Right Exterior Girder 12.9078 Before Str II-Type 3 CombinationMin -12.175 -25.177 -3.489 -11.6735 -25.6104 -54.247 289.9063 -17.5 -1.2308BOBJ1 75 289.9063 Span 7 Right Exterior Girder 12.9078 After Str II-Type 3 CombinationMax 19.427 6.249 4.52 12.9138 14.1328 125.199 289.9063 -17.5 -1.2308BOBJ1 75 289.9063 Span 7 Right Exterior Girder 12.9078 After Str II-Type 3 CombinationMin -11.377 -20.026 -5.131 -11.3964 -34.7269 -54.2728 289.9063 -17.5 -1.2308BOBJ1 76 297.8125 Span 7 Right Exterior Girder 20.8141 Before Str II-Type 3 CombinationMax 20.033 9.45 4.421 14.2133 8.6101 176.3501 297.8125 -17.5 -1.2308BOBJ1 76 297.8125 Span 7 Right Exterior Girder 20.8141 Before Str II-Type 3 CombinationMin -13.082 -15.15 -9.701 -11.0549 -22.9736 -34.2341 297.8125 -17.5 -1.2308BOBJ1 77 297.8125 Span 7 Right Exterior Girder 20.8141 After Str II-Type 3 CombinationMax 20.797 15.209 9.936 11.1164 9.6773 176.0694 297.8125 -17.5 -1.2308BOBJ1 77 297.8125 Span 7 Right Exterior Girder 20.8141 After Str II-Type 3 CombinationMin -13.828 -9.459 -4.551 -14.0339 -23.0399 -33.9223 297.8125 -17.5 -1.2308BOBJ1 78 305.7188 Span 7 Right Exterior Girder 28.7203 Before Str II-Type 3 CombinationMax 21.732 20.114 5.227 11.4167 10.8198 121.6977 305.7188 -17.5 -1.2308BOBJ1 78 305.7188 Span 7 Right Exterior Girder 28.7203 Before Str II-Type 3 CombinationMin -13.407 -6.607 -4.517 -12.7304 -34.3317 -37.2978 305.7188 -17.5 -1.2308BOBJ1 79 305.7188 Span 7 Right Exterior Girder 28.7203 After Str II-Type 3 CombinationMax 22.222 25.268 3.563 11.7303 10.4599 121.809 305.7188 -17.5 -1.2308BOBJ1 79 305.7188 Span 7 Right Exterior Girder 28.7203 After Str II-Type 3 CombinationMin -14.536 -4.254 -5.627 -10.8692 -19.5897 -37.3905 305.7188 -17.5 -1.2308BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before Str II-Type 3 CombinationMax 24.236 30.378 2.552 14.4673 16.6815 45.7155 313.625 -17.5 -1.2308BOBJ1 80 313.625 Span 7 Right Exterior Girder 36.6266 Before Str II-Type 3 CombinationMin -15.79 -2.993 -5.664 -10.4336 -9.6264 -93.5071 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After Str II-Type 3 CombinationMax 26.951 35.03 2.999 18.2961 17.6067 45.5324 313.625 -17.5 -1.2308BOBJ1 81 313.625 Span 7 Right Exterior Girder 36.6266 After Str II-Type 3 CombinationMin -17.012 -2.982 -4.407 -9.4186 -8.0381 -92.6988 313.625 -17.5 -1.2308BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before Str II-Type 3 CombinationMax 28.957 37.434 5.887 18.8824 15.5616 41.5115 318.625 -17.375 -1.3449BOBJ1 82 318.625 Span 7 Right Exterior Girder 41.6281 Before Str II-Type 3 CombinationMin -17.736 -2.979 -5.106 -10.3226 -4.5795 -212.0334 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After Str II-Type 3 CombinationMax 29.471 1.191 5.79 11.4843 15.7741 42.8873 318.625 -17.375 -1.3449BOBJ1 83 318.625 Span 8 Right Exterior Girder 0 After Str II-Type 3 CombinationMin -18.429 -37.697 -8.123 -24.3591 -6.2257 -210.1543 318.625 -17.375 -1.3449BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before Str II-Type 3 CombinationMax 25.816 1.229 4.743 9.7415 23.7205 52.0278 323.625 -17.5 -1.2308BOBJ1 84 323.625 Span 8 Right Exterior Girder 5.0016 Before Str II-Type 3 CombinationMin -16.983 -35.328 -4.63 -24.2213 -9.6937 -87.259 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After Str II-Type 3 CombinationMax 22.898 1.613 5.841 10.4621 13.6894 51.8285 323.625 -17.5 -1.2308BOBJ1 85 323.625 Span 8 Right Exterior Girder 5.0016 After Str II-Type 3 CombinationMin -15.246 -32.068 -3.622 -22.6336 -7.8363 -87.1623 323.625 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before Str II-Type 3 CombinationMax 18.333 3.978 5.021 8.7231 11.8926 136.1587 332.0833 -17.5 -1.2308BOBJ1 86 332.0833 Span 8 Right Exterior Girder 13.4599 Before Str II-Type 3 CombinationMin -12.235 -24.262 -4.521 -18.0196 -23.6864 -39.6696 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After Str II-Type 3 CombinationMax 16.069 4.525 4.202 8.228 9.8863 136.7529 332.0833 -17.5 -1.2308BOBJ1 87 332.0833 Span 8 Right Exterior Girder 13.4599 After Str II-Type 3 CombinationMin -10.872 -19.901 -4.548 -15.0538 -32.9997 -39.5882 332.0833 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before Str II-Type 3 CombinationMax 12.533 11.214 3.158 9.9881 8.1507 187.538 340.5417 -17.5 -1.2308BOBJ1 88 340.5417 Span 8 Right Exterior Girder 21.9182 Before Str II-Type 3 CombinationMin -10.139 -13.671 -4.33 -9.136 -36.2578 -24.4982 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After Str II-Type 3 CombinationMax 10.389 14.43 3.48 13.1214 6.2709 188.3621 340.5417 -17.5 -1.2308BOBJ1 89 340.5417 Span 8 Right Exterior Girder 21.9182 After Str II-Type 3 CombinationMin -8.839 -10.393 -4.585 -8.4118 -37.7768 -24.266 340.5417 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before Str II-Type 3 CombinationMax 5.315 21.509 3.094 20.2061 5.1935 121.7745 349 -17.5 -1.2308BOBJ1 90 349 Span 8 Right Exterior Girder 30.3766 Before Str II-Type 3 CombinationMin -4.534 -4.244 -4.899 -11.0085 -25.53 -9.9491 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After Str II-Type 3 CombinationMax 2.686 25.472 2.064 21.7032 3.4507 122.9514 349 -17.5 -1.2308BOBJ1 91 349 Span 8 Right Exterior Girder 30.3766 After Str II-Type 3 CombinationMin -2.236 -2.498 -5.355 -11.918 -25.3891 -10.3398 349 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before Str II-Type 3 CombinationMax 0.991 30.184 2.045 22.225 7.3027 26.0672 354 -17.5 -1.2308BOBJ1 92 354 Span 8 Right Exterior Girder 35.3766 Before Str II-Type 3 CombinationMin -0.574 -1.903 -6.762 -11.1097 -4.8094 -19.5128 354 -17.5 -1.2308

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Max Postive M Max Negative M Max V range
Kip-ft Kip-ft Kip
151.64 -149.76 16.40 4 187196.38 -230.09 43.38 188 371241.45 -308.11 55.67 372 555243.36 -278.32 57.17 556 739230.95 -306.03 51.85 740 923230.45 -269.01 39.98 924 1107 Offset 0.75 ft
Row Row+/-2 Location 1 Location 2 M max M near M target 49 51 77 82 -149.76 -85.53 -140.12
279 277 177 172 -230.09 -107.98 -211.78463 461 177 172 -308.11 -124.02 -280.50575 573 35.375 30.375 -278.32 -92.04 -250.38833 835 177 182 -306.03 -128.78 -279.44991 989 127 122 -269.01 -139.40 -249.57 Offset 3 ft
Row Row+/-2 Location 1 Location 2 V max V near V target 70 68 127 122 16.40 15.96 16.14
353 355 318.625 323.625 -43.38 -39.64 41.13537 539 318.625 323.625 -55.67 -51.54 53.19574 572 35.375 30.375 57.17 51.62 53.84830 828 177 172 51.85 48.03 49.55990 988 127 122 39.98 38.08 38.84 Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip Kip-ft Kip-ft Kip
151.6 -140.1 16.1 243.4 -280.5 53.8 230.4 -249.6 38.8
Reduced at face of pier for moment and 3ft away for shear Interior Girder 4
South Exterior Girder
Strength II Type 3
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 3 Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Find End Shear @36" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 4
South Exterior Girder
Strength II Type 3
North Exterior Girder Interior Girder South Exterior Girder Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative
Max
V
Max
Postive M
Max
Negative M
Max
V

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Max Postive M Max Negative MMax V range1 range2
Kip-ft Kip-ft Kip
104.85 -120.50 13.84 4 23 168 187184.78 -220.66 43.38 188 207 352 371241.45 -281.47 55.67 372 391 536 555243.36 -278.32 57.17 556 575 720 739229.55 -262.94 50.90 740 759 904 923195.07 -210.15 37.70 924 943 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 -120.50 -86.16 -115.35
207 205 35.375 30.375 -220.66 -96.70 -202.06537 539 318.625 323.625 -281.47 -87.25 -252.33575 573 35.375 30.375 -278.32 -92.04 -250.38905 907 318.625 323.625 -262.94 -94.83 -237.72 1089 1091 318.625 323.625 -210.15 -87.26 -191.72
Offset 3 ft
Row Row+/-2 Location 1 Location 2 V max V near V target 169 171 318.625 323.625 -13.84 -13.13 13.42353 355 318.625 323.625 -43.38 -39.64 41.13537 539 318.625 323.625 -55.67 -51.54 53.19574 572 35.375 30.375 57.17 51.62 53.84905 907 318.625 323.625 -50.90 -46.96 48.53 1089 1091 318.625 323.625 -37.70 -35.33 36.28
Kip-ft Kip Kip-ft Kip Kip-ft Kip
-115.4 13.4 -252.3 53.8 -191.7 36.3
Reduced at face of pier for moment and 3ft away for shear Shear
V
Find End Shear @36" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
Moment& Shear
at Span 1&8 Negative M Shear V Negative M Shear V Negative M Find Negative Moment @9" away
North Exterior Girder
Interior Girder 1Interior Girder 2Interior Girder 3Interior Girder 4 South Exterior Girder
North
Exterior Girder Interior Girder South Exterior Girder
Interior Girder 3Interior Girder 4
South Exterior Girder
At Pier 2&8
North Exterior Girder
Interior Girder 1Interior Girder 2

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TABLE: Bridge Object Girder Forces
BridgeObj BridgeCut Station Span Girder GirderDist LocType OutputCase CaseType StepType P V2 V3 T M2 M3 GlobalX GlobalY GlobalZ Text Unitless ft Text Text ft Text 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 Str II-Type 3S2 CombinationMax 0.99 3.14 0.819 22.7857 2.5117 3.03E+01 1.18E-15 17.5 -0.7058BOBJ1 1 0 Span 1 Left Exterior Girder 0 After Str II-Type 3S2 CombinationMin -0.332 -10.444 -4.516 -4.303 -5.8305 -7.0727 1.18E-15 17.5 -0.7058BOBJ1 2 5 Span 1 Left Exterior Girder 5 Before Str II-Type 3S2 CombinationMax 1.065 3.125 0.767 21.692 18.0189 62.3873 5 17.5 -0.7058BOBJ1 2 5 Span 1 Left Exterior Girder 5 Before Str II-Type 3S2 CombinationMin -1.19 -9.41 -3.046 -4.9567 -1.7691 -8.8993 5 17.5 -0.7058BOBJ1 3 5 Span 1 Left Exterior Girder 5 After Str II-Type 3S2 CombinationMax 2.105 3.344 1.349 20.4123 21.1124 63.1082 5 17.5 -0.7058BOBJ1 3 5 Span 1 Left Exterior Girder 5 After Str II-Type 3S2 CombinationMin -2.567 -8.208 -2.355 -6.208 -1.5236 -8.7259 5 17.5 -0.7058BOBJ1 4 13.4583 Span 1 Left Exterior Girder 13.4583 Before Str II-Type 3S2 CombinationMax 3.974 5.428 2.157 15.9066 27.0437 97.0845 13.4583 17.5 -0.7058BOBJ1 4 13.4583 Span 1 Left Exterior Girder 13.4583 Before Str II-Type 3S2 CombinationMin -5.466 -5.567 -1.736 -9.816 -5.2266 -32.4322 13.4583 17.5 -0.7058BOBJ1 5 13.4583 Span 1 Left Exterior Girder 13.4583 After Str II-Type 3S2 CombinationMax 4.204 6.633 2.061 13.6035 27.3155 97.2825 13.4583 17.5 -0.7058BOBJ1 5 13.4583 Span 1 Left Exterior Girder 13.4583 After Str II-Type 3S2 CombinationMin -5.919 -4.328 -1.879 -11.7365 -4.0115 -32.1633 13.4583 17.5 -0.7058BOBJ1 6 21.9167 Span 1 Left Exterior Girder 21.9167 Before Str II-Type 3S2 CombinationMax 3.504 9.232 2.531 11.3144 24.1035 79.1573 21.9167 17.5 -0.7058BOBJ1 6 21.9167 Span 1 Left Exterior Girder 21.9167 Before Str II-Type 3S2 CombinationMin -4.476 -2.508 -2.311 -16.9753 -8.7885 -58.4022 21.9167 17.5 -0.7058BOBJ1 7 21.9167 Span 1 Left Exterior Girder 21.9167 After Str II-Type 3S2 CombinationMax 2.947 10.444 2.844 10.1036 19.0997 77.8646 21.9167 17.5 -0.7058BOBJ1 7 21.9167 Span 1 Left Exterior Girder 21.9167 After Str II-Type 3S2 CombinationMin -3.341 -1.916 -2.316 -19.3798 -7.8179 -58.167 21.9167 17.5 -0.7058BOBJ1 8 30.375 Span 1 Left Exterior Girder 30.375 Before Str II-Type 3S2 CombinationMax 5.994 11.95 3.363 7.9615 7.1527 48.1581 30.375 17.5 -0.7058BOBJ1 8 30.375 Span 1 Left Exterior Girder 30.375 Before Str II-Type 3S2 CombinationMin -4.202 -1.541 -1.966 -22.0024 -13.3093 -94.7612 30.375 17.5 -0.7058BOBJ1 9 30.375 Span 1 Left Exterior Girder 30.375 After Str II-Type 3S2 CombinationMax 8.789 12.397 4.117 7.1009 8.4847 47.6135 30.375 17.5 -0.7058BOBJ1 9 30.375 Span 1 Left Exterior Girder 30.375 After Str II-Type 3S2 CombinationMin -5.294 -1.466 -4.045 -23.1739 -22.3504 -95.5741 30.375 17.5 -0.7058BOBJ1 10 35.375 Span 1 Left Exterior Girder 35.3766 Before Str II-Type 3S2 CombinationMax 11.588 12.695 5.138 6.4048 1.6624 42.5061 35.375 17.375 -0.8237BOBJ1 10 35.375 Span 1 Left Exterior Girder 35.3766 Before Str II-Type 3S2 CombinationMin -6.789 -1.331 -7.628 -23.0088 -14.7309 -144.5519 35.375 17.375 -0.8237BOBJ1 11 35.375 Span 2 Left Exterior Girder 0 After Str II-Type 3S2 CombinationMax 10.803 2.845 5.821 20.2564 3.3919 33.5554 35.375 17.375 -0.8237BOBJ1 11 35.375 Span 2 Left Exterior Girder 0 After Str II-Type 3S2 CombinationMin -7.201 -13.342 -5.709 -6.588 -18.6624 -131.9904 35.375 17.375 -0.8237BOBJ1 12 40.375 Span 2 Left Exterior Girder 5.0016 Before Str II-Type 3S2 CombinationMax 9.35 2.847 3.705 18.8099 8.0743 37.049 40.375 17.5 -0.7058BOBJ1 12 40.375 Span 2 Left Exterior Girder 5.0016 Before Str II-Type 3S2 CombinationMin -5.267 -12.75 -5.46 -6.9271 -19.071 -77.4162 40.375 17.5 -0.7058BOBJ1 13 40.375 Span 2 Left Exterior Girder 5.0016 After Str II-Type 3S2 CombinationMax 8.452 2.855 3.459 15.4554 11.0713 37.8651 40.375 17.5 -0.7058BOBJ1 13 40.375 Span 2 Left Exterior Girder 5.0016 After Str II-Type 3S2 CombinationMin -4.39 -12.46 -5.752 -7.5805 -18.9524 -77.7883 40.375 17.5 -0.7058BOBJ1 14 48.2813 Span 2 Left Exterior Girder 12.9078 Before Str II-Type 3S2 CombinationMax 10.07 2.862 3.984 12.9177 17.4042 70.3596 48.2813 17.5 -0.7058BOBJ1 14 48.2813 Span 2 Left Exterior Girder 12.9078 Before Str II-Type 3S2 CombinationMin -5.988 -11.97 -6.27 -9.5259 -6.541 -39.4814 48.2813 17.5 -0.7058BOBJ1 15 48.2813 Span 2 Left Exterior Girder 12.9078 After Str II-Type 3S2 CombinationMax 14.413 3.202 5.262 11.7369 28.0727 72.7959 48.2813 17.5 -0.7058BOBJ1 15 48.2813 Span 2 Left Exterior Girder 12.9078 After Str II-Type 3S2 CombinationMin -9.943 -10.929 -5.72 -12.8341 -15.9736 -41.4412 48.2813 17.5 -0.7058 BOBJ1 16 56.1875 Span 2 Left Exterior Girder 20.8141 Before Str II-Type 3S2 CombinationMax 20.134 4.07 9.836 10.3922 19.192 107.5905 56.1875 17.5 -0.7058 BOBJ1 16 56.1875 Span 2 Left Exterior Girder 20.8141 Before Str II-Type 3S2 CombinationMin -15.408 -9.371 -6.193 -15.1418 -11.1608 -30.4187 56.1875 17.5 -0.7058BOBJ1 17 56.1875 Span 2 Left Exterior Girder 20.8141 After Str II-Type 3S2 CombinationMax 24.357 9.864 2.674 15.1849 15.2343 108.8338 56.1875 17.5 -0.7058BOBJ1 17 56.1875 Span 2 Left Exterior Girder 20.8141 After Str II-Type 3S2 CombinationMin -17.773 -6.068 -8.66 -11.8089 -11.5042 -30.2072 56.1875 17.5 -0.7058BOBJ1 18 64.0938 Span 2 Left Exterior Girder 28.7203 Before Str II-Type 3S2 CombinationMax 27.322 11.979 3.44 12.6457 28.38 75.6368 64.0938 17.5 -0.7058 BOBJ1 18 64.0938 Span 2 Left Exterior Girder 28.7203 Before Str II-Type 3S2 CombinationMin -17.574 -5.413 -5.556 -12.6743 -10.7422 -50.7296 64.0938 17.5 -0.7058 BOBJ1 19 64.0938 Span 2 Left Exterior Girder 28.7203 After Str II-Type 3S2 CombinationMax 30.477 13.438 4.431 9.1935 21.9207 72.6483 64.0938 17.5 -0.7058BOBJ1 19 64.0938 Span 2 Left Exterior Girder 28.7203 After Str II-Type 3S2 CombinationMin -19.811 -5.28 -4.793 -13.2433 -11.8346 -50.306 64.0938 17.5 -0.7058BOBJ1 20 72 Span 2 Left Exterior Girder 36.6266 Before Str II-Type 3S2 CombinationMax 35.148 14.216 4.593 6.5895 11.6246 76.589 72 17.5 -0.7058BOBJ1 20 72 Span 2 Left Exterior Girder 36.6266 Before Str II-Type 3S2 CombinationMin -22.618 -5.364 -4.375 -15.6805 -15.1394 -90.3488 72 17.5 -0.7058BOBJ1 21 72 Span 2 Left Exterior Girder 36.6266 After Str II-Type 3S2 CombinationMax 39.645 14.518 4.16 5.4755 8.9381 74.5235 72 17.5 -0.7058BOBJ1 21 72 Span 2 Left Exterior Girder 36.6266 After Str II-Type 3S2 CombinationMin -25.015 -5.454 -4.225 -19.1693 -19.5803 -91.0014 72 17.5 -0.7058BOBJ1 22 77 Span 2 Left Exterior Girder 41.6281 Before Str II-Type 3S2 CombinationMax 43.044 15.653 4.882 3.7897 6.3383 91.7467 77 17.375 -0.8237BOBJ1 22 77 Span 2 Left Exterior Girder 41.6281 Before Str II-Type 3S2 CombinationMin -26.682 -5.52 -6.359 -22.1508 -14.3385 -149.2496 77 17.375 -0.8237BOBJ1 23 77 Span 3 Left Exterior Girder 0 After Str II-Type 3S2 CombinationMax 42.854 1.984 7.814 23.6288 3.5298 44.1933 77 17.375 -0.8237BOBJ1 23 77 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Page 163 ends

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Seal Beach City CouncilJuly 27, 2026

Seal Beach City Council
July 27, 2026