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US 287 SB over DRAW

Map

Coordinates:
+34.65793, -100.47993
34°39'29" N, 100°28'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 287 SB over DRAW
Structure number:250970004209059
Location:5.75 MI S OF SH 256
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.0 ft. [13.1 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
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:5,540 [as of 2013]
Truck traffic:38% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$407,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair554083.4
May 2015FairSatisfactorySatisfactoryFair554083.2
May 2013FairSatisfactorySatisfactoryFair415083.3
June 2011FairSatisfactoryGoodSatisfactory455095.3
June 2009FairSatisfactoryGoodSatisfactory540096.0
June 2007FairSatisfactoryGoodSatisfactory455096.3
July 2005FairSatisfactoryGoodSatisfactory480096.2
August 2003FairSatisfactoryGoodSatisfactory405096.5
September 2001FairSatisfactoryGoodSatisfactory405096.5
October 1999FairGoodGoodSatisfactory395096.5
November 1997FairVery GoodGoodSatisfactory345096.7
December 1995GoodVery GoodVery GoodGood335095.7
January 1994GoodVery GoodVery GoodVery Good315095.8
August 1991GoodVery GoodVery GoodVery Good300095.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1184662100
Steel Pileeach1600160
Reinforced Concrete Pier Caplinear ft.1184919500
Joints
Pourable Jointlinear ft.118011800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.264264000