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

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