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US 380 over SALT FORK BRAZOS RIVER

Map

Coordinates:
+33.21211, -100.43330
33°12'44" N, 100°25'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 380 over SALT FORK BRAZOS RIVER
Structure number:082170010604043
Location:5.21 MI E OF KENT C/L
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:52.2 ft. [15.9 m]
Total length:1198.2 ft. [365.2 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1988
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:23
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:680 [as of 2013]
Truck traffic:15% 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: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:82.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,160,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryFair68082.4
March 2015FairSatisfactorySatisfactoryFair68082.2
May 2013FairGoodSatisfactoryFair77081.9
May 2011FairGoodSatisfactoryFair91083.5
May 2009FairGoodSatisfactoryFair80083.0
March 2007FairGoodSatisfactoryFair78082.1
March 2005FairGoodSatisfactoryFair75082.1
March 2003FairGoodSatisfactoryFair75083.0
March 2001FairGoodSatisfactoryFair74083.0
May 1999FairGoodSatisfactoryFair74083.0
June 1997FairGoodSatisfactoryFair65061.7
July 1995FairGoodSatisfactoryFair68061.6
March 1993PoorGoodSatisfactoryPoor66055.1
December 1990GoodExcellentExcellentVery Good74081.0