Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 5
Live load stresses from deflections (analytical)—north side panels (psi*).
| Scenarios | Midspan (38) | Pier 1 (39) | Midspan (40) | Pier 2 (41) | Midspan (42) | Pier 3 (43) | Midspan (44) |
| Scenario 1 | 47 | 0 | 0 | 0 | 0 | −57 | −66 | Scenario 2 | 186 | −37 | −38 | −25 | −68 | −23 | −27 | Scenario 3 | −186 | −18 | −19 | −5 | −12 | −60 | −70 | Scenario 4 | 140 | 27 | −28 | −13 | 35 | 9 | 10 | Scenario 5 | 47 | 4 | −4 | −2 | 5 | 81 | −95 | Scenario 6 | 0 | −9 | −10 | 21 | −58 | −9 | 10 | Scenario 7 | 47 | −5 | −5 | −4 | −12 | 31 | 36 | Scenario 8 | −233 | 6 | 7 | −7 | 19 | 23 | 27 | Scenario 9 | 0 | 57 | −59 | 4 | 10 | 9 | −10 | Scenario 10 | −143 | −15 | 15 | −1 | −3 | −20 | 23 |
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*1 psi = 6,895 kPa.
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