Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 6
Live load stresses from sensors—south side panels (psi*).
| Scenarios | Midspan (45) | Pier 1 (46) | Midspan (47) | Pier 2 (48) | Midspan (49) | Pier 3 (50) | Midspan (51) |
| Scenario 1 | 1.48 | 10.60 | −11.68 | 6.52 | 5.38 | −6.82 | −0.33 | Scenario 2 | 0.80 | −1.50 | 2.52 | 1.00 | 9.57 | −14.05 | 0.45 | Scenario 3 | 1.55 | 0.65 | 2.48 | 11.77 | −24.14 | 8.97 | 2.80 | Scenario 4 | 3.00 | 11.70 | −2.43 | 11.95 | 2.75 | −0.65 | −0.20 | Scenario 5 | −2.80 | −2.05 | 0.28 | −0.20 | −0.27 | −0.55 | −0.15 | Scenario 6 | −0.40 | 6.30 | −13.50 | 22.10 | −3.65 | 11.30 | −0.15 | Scenario 7 | 0.93 | −0.28 | −0.69 | 11.30 | −30.68 | 4.72 | 1.18 | Scenario 8 | −5.95 | 0.00 | 0.85 | −0.55 | 0.93 | 3.35 | 2.65 | Scenario 9 | 3.50 | −2.00 | 15.63 | −21.35 | −5.12 | 3.70 | −1.60 | Scenario 10 | −8.55 | −2.40 | 0.20 | 0.25 | 1.38 | −0.55 | 0.05 |
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*1 psi = 6,895 kPa.
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