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US 380 over CARROLL CREEK

Map

Coordinates:
+33.18777, -98.07639
33°11'16" N, 98°04'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 380 over CARROLL CREEK
Structure number:021200130901002
Location:2.8 MI W OF FM-1156
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1968
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: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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:93.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodGoodSatisfactory320093.0
January 2015FairGoodGoodSatisfactory240094.0
January 2013FairGoodGoodSatisfactory240094.0
January 2011GoodGoodGoodGood250096.8
January 2009GoodGoodGoodGood260096.7
January 2007GoodGoodGoodGood280096.5
January 2005FairVery GoodSatisfactoryGood280096.5
January 2003GoodVery GoodGoodVery Good190097.6
January 2001GoodVery GoodGoodVery Good170097.8
January 1999GoodVery GoodGoodVery Good195097.5
April 1997GoodVery GoodGoodGood175097.8
February 1995GoodVery GoodGoodGood165084.4
March 1993GoodVery GoodVery GoodGood150093.1
March 1991GoodVery GoodVery GoodGood180092.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.106812500
Reinforced Concrete Pier Caplinear ft.51252060
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.280280000