2000 NATIONAL TIMBER BRIDGE DESIGN COMPETITION
Summary of Results
For rules of completed 2000 competition click here.

  Bridge Performance Awards - Top 3 receive Prize Money
School/Team Net Bridge Deflection(1) mm Net Deck Deflection(2)% Total Bridge Weight kg Percent Non-Wood(3) Willamette Industries Best Design Award Best Support Structure Best Deck Most Practical Design Most Aesthetic Design Most Innovative Design Total Awards $
4 Lawrence Tech. Univ. - ASCE 1.98 91 190 15.9 6 3rd 8 10 6 5 $500
5 Cal State-Fresno - ASCE 3.80 45 285 15.2 4 9 6 9 1st 6 $500
7 Clarkson Univ. - ASCE 4.77 30 222 1.5 7 7 3rd !st 8 8 $750
8 Washington Univ.-StLouis - ASCE 1.75 227 342 1.6 8 4 - 3rd 8 10 $350
11 Univ. of Louisiana@ Lafayette - ASCE 4.85 66 276 8.3 5 10 8 6 8 9 $100
12 Merrimack College ASCE 21.3 17 159 16.7 9 - 2nd 8 7 5 $500
13 UNCC - ASCE#1 3.36 49 200 10.4 11 5 5 7 8 7 $100
15 Virginia Tech-FPS 1.54 24 224 3.3 1st 1st 1st 2nd 4 1st $3250
16 San Francisco State Univ. - ASCE 1.40 54 287 6.6 2nd 2nd 7 4 3rd 3rd $2100
18 UNCC - ASCE#2 3.07 167 238 7.7 10 6 - 11 5 2nd $500
19 Oregon State Univ. - ASCE 2.39 27 321 16.4 3rd 8 4 5 2nd 4 $850


1 - Maximum Allowed = 8mm
2 - Maximum net deck deflection achieved/maximum allowable deflection. Greater than 100% disqualifies for Deck Award. Max allowable = deck span/400.
3 - Maximum allowed = 25%

To view individual online entries, click on the school name above



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