Research Article
Bridge Deck Load Testing Using Sensors and Optical Survey Equipment
Table 3
Measured surface deflections.
| Location | Surface deflections in 10 scenarios (inches*) | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| 38 | 0.01 | 0.05 | −0.05 | 0.04 | 0.01 | 0.00 | 0.01 | −0.06 | 0.00 | −0.05 | 39 | 0.01 | −0.04 | −0.02 | 0.02 | 0.02 | −0.01 | −0.02 | 0.00 | 0.00 | −0.01 | 40 | 0.00 | −0.05 | −0.02 | −0.04 | 0.00 | −0.01 | −0.06 | 0.01 | −0.07 | 0.02 | 41 | 0.02 | −0.02 | −0.04 | −0.03 | 0.00 | 0.00 | −0.02 | 0.00 | 0.00 | −0.01 | 42 | 0.00 | −0.09 | −0.02 | 0.04 | 0.01 | −0.07 | −0.01 | 0.02 | 0.02 | 0.00 | 43 | 0.00 | −0.02 | −0.03 | 0.01 | 0.04 | −0.01 | 0.00 | 0.01 | 0.01 | −0.01 | 44 | −0.02 | −0.01 | −0.03 | 0.00 | −0.03 | 0.00 | 0.01 | 0.01 | 0.00 | 0.01 | 45 | 0.01 | −0.05 | −0.04 | 0.02 | 0.02 | 0.00 | 0.00 | −0.02 | 0.01 | −0.02 | 46 | 0.10 | −0.02 | −0.04 | 0.04 | 0.01 | 0.02 | −0.01 | −0.01 | 0.02 | 0.21 | 47 | −0.04 | −0.04 | −0.02 | 0.01 | −0.01 | −0.07 | 0.00 | 0.02 | −0.06 | 0.01 | 48 | 0.02 | −0.01 | −0.05 | 0.00 | −0.02 | 0.00 | 0.02 | 0.01 | −0.02 | 0.00 | 49 | 0.01 | −0.01 | −0.07 | 0.01 | −0.01 | 0.01 | −0.04 | 0.03 | −0.01 | 0.00 | 50 | 0.00 | −0.01 | −0.03 | −0.01 | −0.02 | −0.02 | 0.01 | 0.01 | 0.00 | 0.00 | 51 | −0.02 | −0.01 | 0.00 | −0.02 | 0.00 | 0.01 | 0.00 | −0.01 | −0.01 | 0.01 |
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*1 inch = 2.54 cm.
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