SH 152 over Draw


+35.81653, -101.44268
35°48'60" N, 101°26'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 152 over Draw
Structure number:041180055702004
Location:1.7 MI N OF FM 2277
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:5.9 ft. [1.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:58.7 ft. [17.9 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,970 [as of 2013]
Truck traffic:27% 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:90.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 10197090.6
November 2015Fair6 out of 10197091.3
November 2013Fair6 out of 10190091.3
February 2012Fair6 out of 10160091.3
February 2010Fair6 out of 10170091.6
February 2008Fair6 out of 10200087.6
February 2006Fair6 out of 10145086.6
February 2004Fair6 out of 10145089.4
February 2002Good7 out of 10185073.5
February 2000Good7 out of 10165073.6
March 1998Good7 out of 10145073.6
March 1996Fair6 out of 10145073.6
March 1994Fair6 out of 10145073.6
May 1992Fair6 out of 10125082.5
April 1990Good7 out of 10130082.5