2006 NATIONAL TIMBER BRIDGE DESIGN COMPETITION
Summary of Results
For 2006 competition rules click here. To view individual entries, click on the team name below.
School Team Net Bridge Deflection1 mm Net Deck Deflection2 (percent of allowable) Total Bridge Weight kg Percent Non- Wood3 Weyerhaeuser Best Overall Design Best Support Structure Best Deck Most Practical Design Most Aesthetic Design Most Innovative Design Total Awards $
Oregon State U  ASCE 7.47 B 322 9.6 DQ 8 DQ 11 -- 10 $150
U of TN Martin ASCE 11.2 A 313 5.9 DQ DQ DQ 7 -- 6 $150
OK State U Team 149 ASCE 5.05 46 384 15.3 5 1 5 9 6 2 $850
Clarkson U ASCE 6.09 A 409 9.0 DQ 5 DQ 3 4 8 $250
Ohio U ASCE 9.01 B 488 2.8 DQ 7 DQ 6 -- 9 $150
U of MO Columbia  ASCE 41.7 B 1096 3.8 DQ DQ DQ 2 -- 10 $350
U of AR Little Rock FPS 3.76 27 407 7.0 4 3 4 5 1 7 $600
Washington U - STL ASCE 5.61 20 1180 18.8 1 4 1 4 5 1 $1,700
U of Texas SA ASCE 6.22 41 336 4.3 2 6 3 10 -- 4 $800
USMA  ASCE 3.06 A 383 8.7 DQ 2 DQ 5 2 3 $800
OK State U Team 158 ASCE 6.67 23 308 4.1 3 4 2 1 -- 9 $1,050
Ohio State U ASCE 8.23 A 569 7.1 DQ 9 DQ 8 3 5 $250
A -- Monitor points to determine deck deflection not properly chosen to measure!    B -- Deck deflection exceeded allowable.
To view individual entries, including drawings and photos, click on School/Team Name above.
 
1 Maximum allowed = 10.0 mm
2 Maximum allowable = deck span divided by 100.
3 Max. allowed = 25%
DQ = Not eligible for performance award or Best Overall Design. Deflection exceeded allowable.
? = Inadequate data to determine.
ASCE - American Society of Civil Engineers
FPS - Forest Products Society
©2017 Mississippi Association of Resource Conservation and Development Councils.
Report errors to: Keith Mazer.