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E1730 over BRIER CREEK

Map

Coordinates:
+34.50588, -96.21433
34°30'21" N, 96°12'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E1730 over BRIER CREEK
Structure number:238660000000000
Location:.5 E OF PHILLIPS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.4 ft. [12.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$315,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodVery Good10095.1
July 2016GoodGoodGoodVery Good10095.1
July 2014GoodGoodVery GoodVery Good10095.1
July 2012GoodGoodVery GoodVery Good10097.0
September 2010GoodGoodVery GoodVery Good10097.0
August 2008GoodGoodVery GoodVery Good10091.1
August 2006GoodGoodVery GoodGood10092.1
July 2004GoodGoodVery GoodGood10095.0
June 2002GoodGoodVery GoodGood10095.0
July 2000GoodGoodVery GoodGood10095.0
April 1998GoodGoodVery GoodGood10095.0
April 1996GoodGoodExcellentGood10095.0
March 1994GoodExcellentExcellentExcellent10095.0