2008 NATIONAL TIMBER BRIDGE DESIGN COMPETITION
Summary of Results

For rules of completed 2008 competition click here.  To view individual entries, including drawings and photos, 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

 Best Overall Design

Best Support Structure

Best Deck

Most Practical Design

Most Aesthetic Design

Most Innovative Design

Total Awards $

 

 

 

 

 

Univ. Of MA - Amherst  ASCE

2.10

A

1458

81.3

DQ

DQ

DQ

4

--

12

1505

 

OK State Univ. Team #1 - ASCE

4.49

38.1

725

3.4

3

3

4

1

1

5 tie

1,000

 

Univ. Of AR – Little Rock - FPS

7.69

62.2

438

2.5

4

5

6

3 tie

--

6

300

 

Clarkson Univ. - ASCE

7.07

22.5

341

3.65

1

2

1

6

4

2

1,750

 

Univ. of TX at San Ant. -  ASCE

7.09

36.1

327

8.22

6

7

3

8

2

4

600

 

OR State Univ.  orange team FPS/ASCE

2.06

B

518

3.07

DQ

10 tie

DQ

7

--

13 tie

150

 

OR State Univ.  black team FPS/ASCE

2.59

3.40

653

2.9

9

10 tie

8

12

--

13 tie

150

 

US Military Acad. - ASCE

6.53

26.1

491

18.15

8

9

7

13

--

5 tie

150

 

Ohio State Univ. - ASCE

>10

>100

562

2.3

DQ

DQ

DQ

11 tie

--

11

150

University of Buffalo - ASCE

9.96

23.0

318

12.3

7

11

5

9

--

7

150

U of MO at Col. Team 2 -ASCE

1.88

38.3

588

7.58

2

4

2

3 tie

5

3

1,200

San Fran St U  I-Beam -ASCE

13.87

69.8

294

4.33

DQ

DQ

10

5

--

10

150

 

U of MO at Col. Team 6 -ASCE

1.69

B

473

8.79

DQ

1

DQ

2 tie

3

1

1,050

 

Univ. of Tenn. - Martin - ASCE

2.03

B

550

2.34

DQ

8

DQ

11 tie

--

9

150

 

San Fran St U  Cable -ASCE

73.7

65.9

470

14.5

DQ

DQ

11

10

6

8 tie

250

OK State Univ Team 2 -ASCE

3.23

49.9

1021

0.89

5

6

9

2 tie

--

8 tie

350

 

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.

1 Maximum allowed = 10.0 mm                                        2 Maximum allowable = 100% of deck span ÷ 100                                  3 Maximum allowed = 25%

4 Top three receive monetary awards.                               5 Each team also received a $150 Participation Award.

DQ = Not eligible for performance award or Best Overall Design. Bridge did not meet all rulres and performance criteria.

A – Did not meet all design vriteria, so not eligible for performance award.

B – Load point and/or gage location not properly selected to test deck at weakest point.

ASCE – American Society of Civil Engineers     FPS – Forest Products Society


Last Updated on 4/29/08
By Keith Mazer