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2008 NATIONAL TIMBER BRIDGE DESIGN COMPETITION |
For rules of completed 2008 competition click here. To view individual entries, including drawings and photos, click on the Team Name below.
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School Team |
Net Bridge Deflection1 mm |
Net Deck Deflection2 (percent of allowable) |
Total Bridge Weight kg |
Percent Non- Wood3 |
Best Overall Design |
Best Support Structure |
Best Deck |
Most Practical Design |
Most Aesthetic Design |
Most Innovative Design |
Total Awards $ |
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2.10 |
A |
1458 |
81.3 |
DQ |
DQ |
DQ |
4 |
-- |
12 |
1505 |
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4.49 |
38.1 |
725 |
3.4 |
3 |
3 |
4 |
1 |
1 |
5 tie |
1,000 |
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-- |
7 |
150 |
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69.8 |
294 |
4.33 |
DQ |
DQ |
10 |
5 |
-- |
10 |
150 |
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3 |
1 |
1,050 |
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550 |
2.34 |
DQ |
8 |
DQ |
11 tie |
-- |
9 |
150 |
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10 |
6 |
8 tie |
250 |
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1021 |
0.89 |
5 |
6 |
9 |
2 tie |
-- |
8 tie |
350 |
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This competition is open to all ASCE and FPS Student Chapters at universities and colleges across the U. S. and Canada. 2008 was the 16th year of this event. |
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1 Maximum allowed = 10.0 mm 2 Maximum allowable = 100% of deck span ÷ 100 3 Maximum allowed = 25% |
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4 Top three receive monetary awards. 5 Each team also received a $150 Participation Award. |
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DQ = Not eligible for performance award or Best Overall Design. Bridge did not meet all rulres and performance criteria. |
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A – Did not meet all design vriteria, so not eligible for performance award. |
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B – Load point and/or gage location not properly selected to test deck at weakest point. |
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ASCE – American Society of Civil Engineers FPS – Forest Products Society |
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Last
Updated on 4/29/08
By Keith Mazer