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SH 208 over WEST PRONG DUCK CREEK

Map

Coordinates:
+33.33216, -100.76917
33°19'56" N, 100°46'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 208 over WEST PRONG DUCK CREEK
Structure number:081320201102002
Location:4.4 MI N OF FM 2320
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:51.2 ft. [15.6 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:2
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:Fair
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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 2017Fair6 out of 1015090.0
May 2015Fair6 out of 1015089.7
May 2013Fair6 out of 1015089.7
May 2011Fair6 out of 1012089.7
May 2009Fair6 out of 1016090.0
April 2007Fair6 out of 1023089.9
May 2005Fair6 out of 1022089.8
April 2003Fair6 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 1993Good7 out of 1017093.8
November 1990Good7 out of 1017093.8