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SH 70 over WASHOUT CREEK

Map

Coordinates:
+33.71287, -100.84116
33°42'46" N, 100°50'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 70 over WASHOUT CREEK
Structure number:250630010506057
Location:6.25 MI N OF US 82
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:State Highway Agency [01]
Year built:1987
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2013]
Truck traffic:17% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$273,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodGoodGood45096.7
May 2015GoodVery GoodGoodGood45096.7
May 2013GoodVery GoodVery GoodGood26096.8
May 2011GoodVery GoodVery GoodGood47096.7
June 2009GoodVery GoodVery GoodGood53097.6
September 2007GoodGoodVery GoodGood65097.5
September 2005GoodGoodVery GoodGood74097.4
September 2003GoodVery GoodVery GoodGood59099.6
October 2001GoodVery GoodVery GoodGood580100.0
February 2000GoodVery GoodVery GoodGood590100.0
January 1998GoodVery GoodVery GoodGood440100.0
January 1996GoodVery GoodVery GoodVery Good440100.0
March 1994GoodVery GoodVery GoodVery Good510100.0
April 1992GoodVery GoodVery GoodVery Good430100.0
April 1990GoodVery GoodVery GoodVery Good320100.0