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US0080 over CREW LAKE

Map

Coordinates:
+32.48808, -91.88300
32°29'17" N, 91°52'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0080 over CREW LAKE
Structure number:054200020202371
Location:.8 MI WEST OF SOUTH INT O
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,480 [as of 2016]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactoryFair148075.2
September 2015FairSatisfactorySatisfactoryFair220074.1
October 2013FairSatisfactorySatisfactorySatisfactory220085.1
October 2011FairSatisfactorySatisfactorySatisfactory240085.1
August 2009FairSatisfactorySatisfactorySatisfactory270085.0
August 2007FairSatisfactorySatisfactorySatisfactory280082.5
June 2005FairSatisfactorySatisfactorySatisfactory330082.4
February 2003FairSatisfactorySatisfactorySatisfactory300053.4
August 2000FairSatisfactorySatisfactorySatisfactory366753.1
June 1998FairSatisfactorySatisfactorySatisfactory366753.1
July 1996FairSatisfactorySatisfactorySatisfactory366951.1
June 1994FairSatisfactorySatisfactorySatisfactory350951.1
May 1992FairSatisfactorySatisfactorySatisfactory298651.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1161,113030
Deck
Reinforced Concrete Decksq. ft.6,2286,048601200
Wearing Surfacessq. ft.6,2286,03219600
Substructure
Reinforced Concrete Abutmentlinear ft.90079110
Reinforced Concrete Pileeach4272960
Reinforced Concrete Pier Caplinear ft.1502001300
Joints
Pourable Jointlinear ft.196001960
Bearings
Movable Bearingeach3636000
Fixed Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.372372000