+33.28945, -100.76886
33°17'22" N, 100°46'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 208 over DRY DUCK CREEK
Structure number:081320201102003
Location:1.4 MI N OF FM 2320
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.9 ft. [2.7 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2013]
Truck traffic:18% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 1015090.0
May 2015Good7 out of 1015089.7
May 2013Good7 out of 1015088.7
May 2011Good7 out of 1012089.7
May 2009Fair6 out of 1016090.0
April 2007Fair6 out of 1023089.9
May 2005Fair6 out of 1022089.8
April 2003Good7 out of 1019086.6
April 2001Good7 out of 1017086.6
March 1999Good7 out of 1020086.5
June 1997Good7 out of 1014086.6
August 1995Good7 out of 1015093.9
February 1993Good8 out of 1017093.8
November 1990Good8 out of 1017093.8