Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 9
Total stresses based on deflection measurements—south (psi*).
| Scenarios | Midspan (45) | Pier 1 (46) | Midspan (47) | Pier 2 (48) | Midspan (49) | Pier 3 (50) | Midspan (51) |
| Scenario 1 | −390 | −426 | −806 | −418 | −751 | −388 | −478 | Scenario 2 | −623 | −626 | −801 | −440 | −771 | −389 | −444 | Scenario 3 | −576 | −586 | −792 | −437 | −817 | −433 | −434 | Scenario 4 | −343 | −387 | −767 | −428 | −755 | −384 | −491 | Scenario 5 | −366 | −407 | −779 | −432 | −766 | −384 | −438 | Scenario 6 | −436 | −466 | −830 | −409 | −755 | −383 | −395 | Scenario 7 | −436 | −466 | −773 | −430 | −796 | −344 | −431 | Scenario 8 | −529 | −546 | −758 | −425 | −740 | −359 | −458 | Scenario 9 | −390 | −426 | −824 | −448 | −768 | −386 | −451 | Scenario 10 | −532 | −385 | −764 | −433 | −762 | −377 | −391 |
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*1 psi = 6,895 kPa.
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