Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 4
Live load stresses from deflections (analytical)—south side panels (psi*).
| Scenarios | Midspan (45) | Pier 1 (46) | Midspan (47) | Pier 2 (48) | Midspan (49) | Pier 3 (50) | Midspan (51) |
| Scenario 1 | 47 | 40 | −34 | 12 | 10 | −9 | −50 | Scenario 2 | −186 | −159 | −29 | −10 | −11 | −10 | −17 | Scenario 3 | −140 | −119 | −19 | −7 | −57 | −55 | −7 | Scenario 4 | 93 | 80 | 6 | 2 | 6 | −6 | −63 | Scenario 5 | 70 | 60 | −7 | −2 | −6 | −6 | −10 | Scenario 6 | 0 | 0 | −58 | 21 | 5 | −5 | 33 | Scenario 7 | 0 | 0 | 0 | 0 | −35 | 34 | −3 | Scenario 8 | −93 | −80 | 14 | 5 | 20 | 19 | −30 | Scenario 9 | 47 | 40 | −51 | −19 | −8 | −7 | −23 | Scenario 10 | −96 | 82 | 9 | −3 | −2 | 2 | 36 |
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*1 psi = 6,895 kPa.
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