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SH 70 over WILSON DRAW

Map

Coordinates:
+33.43935, -100.77285
33°26'22" N, 100°46'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 70 over WILSON DRAW
Structure number:250630010602050
Location:1.05 MI E OF SH 208
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Owner:State Highway Agency [01]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [as of 2013]
Truck traffic:20% 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:97.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 1057097.7
May 2015Fair6 out of 1057097.7
May 2013Good7 out of 1048097.7
May 2011Good7 out of 1060097.6
June 2009Good7 out of 1046097.7
September 2007Good7 out of 1080095.5
September 2005Good7 out of 1065095.6
September 2003Good7 out of 1058096.7
November 2001Good7 out of 1043098.0
October 1999Good7 out of 1057098.0
January 1998Fair6 out of 1049098.0
January 1996Good7 out of 1046098.0
March 1994Good7 out of 1050098.0
April 1992Good7 out of 1046098.0
April 1990Good7 out of 1045098.0