US 183 over DRAW


+33.18516, -99.17734
33°11'07" N, 99°10'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 183 over DRAW
Structure number:032240012502013
Location:0.5 MI S OF SH 79
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:3.0 ft. [0.9 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1970
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,130 [as of 2013]
Truck traffic:33% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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: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:89.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Fair6 out of 10213089.6
October 2015Good7 out of 10213089.3
October 2013Good7 out of 10240089.3
November 2011Good7 out of 10250074.8
October 2009Good7 out of 10230075.0
October 2007Good7 out of 10270073.0
September 2005Good7 out of 10270073.0
September 2003Good7 out of 10260072.8
September 2001Good7 out of 10320072.7
July 1999Good7 out of 10310072.8
August 1997Good7 out of 10300075.8
August 1995Good7 out of 10320083.3
October 1993Good7 out of 10340083.3
October 1991Good7 out of 10290083.3