Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 10
Total stresses based on deflection measurements—north (psi*).
| Scenarios | Midspan (38) | Pier 1 (39) | Midspan (40) | Pier 2 (41) | Midspan (42) | Pier 3 (43) | Midspan (44) |
| Scenario 1 | −390 | −466 | −773 | −430 | −760 | −435 | −494 | Scenario 2 | −250 | −503 | −811 | −455 | −828 | −401 | −454 | Scenario 3 | −623 | −485 | −792 | −434 | −773 | −438 | −498 | Scenario 4 | −296 | −439 | −801 | −442 | −726 | −370 | −418 | Scenario 5 | −390 | −463 | −776 | −432 | −755 | −298 | −522 | Scenario 6 | −436 | −475 | −782 | −409 | −819 | −387 | −418 | Scenario 7 | −390 | −471 | −777 | −434 | −772 | −347 | −391 | Scenario 8 | −669 | −460 | −766 | −437 | −741 | −356 | −401 | Scenario 9 | −436 | −409 | −832 | −426 | −750 | −370 | −438 | Scenario 10 | −579 | −481 | −757 | −431 | −763 | −398 | −405 |
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*1 psi = 6,895 kPa.
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