Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 7
Live load stresses from sensors—north side panels (psi*).
| Scenarios | Midspan (38) | Pier 1 (39) | Midspan (40) | Pier 2 (41) | Midspan (42) | Pier 3 (43) | Midspan (44) |
| Scenario 1 | 1.60 | 8.85 | −8.88 | 4.55 | 5.47 | −0.87 | −0.10 | Scenario 2 | 1.95 | −1.95 | 2.32 | 1.45 | 14.63 | −19.70 | 0.40 | Scenario 3 | 1.95 | 0.70 | 3.82 | 10.63 | −11.06 | 4.93 | 4.02 | Scenario 4 | 3.95 | 18.75 | −26.33 | 17.75 | 3.53 | 0.25 | 0.50 | Scenario 5 | −2.75 | −1.30 | −0.10 | −0.65 | 0.65 | 0.10 | 0.15 | Scenario 6 | −0.15 | 4.45 | −6.53 | 21.90 | −25.93 | 16.60 | 0.20 | Scenario 7 | 1.55 | 5.45 | −10.87 | 11.82 | −3.51 | 0.02 | 1.70 | Scenario 8 | −6.05 | 0.35 | −0.60 | −0.95 | −0.92 | −2.65 | 2.55 | Scenario 9 | 4.45 | 8.65 | 10.67 | −21.30 | −10.75 | 3.45 | −0.95 | Scenario 10 | −6.90 | 3.10 | 0.17 | −1.25 | −1.22 | −1.95 | 0.20 |
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*1 psi = 6,895 kPa.
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