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FL-5722 over NORTH SPRING RIVER

Map

Coordinates:
+33.40323, -104.51425
33°24'12" N, 104°30'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FL-5722 over NORTH SPRING RIVER
Structure number:000000000006091
Location:0.6 MI N OF US-380/ROSWEL
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,744 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:58.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorSatisfactoryFairPoor574458.3
March 2017PoorSatisfactoryFairPoor566558.3
March 2016PoorSatisfactoryFairPoor562858.4
March 2015PoorSatisfactoryFairPoor562858.4
March 2014PoorSatisfactorySatisfactoryPoor558658.4
March 2013PoorSatisfactorySatisfactoryPoor561161.2
March 2012PoorSatisfactorySatisfactoryPoor565061.2
March 2011FairSatisfactorySatisfactoryFair556877.5
March 2010FairSatisfactorySatisfactoryFair629677.4
March 2009FairSatisfactorySatisfactoryFair629677.4
April 2007FairFairSatisfactoryFair517876.5
April 2006FairFairSatisfactoryFair543476.5
June 2004FairGoodSatisfactoryFair550177.5
June 2002FairGoodSatisfactorySatisfactory492788.6
April 2000FairGoodFairSatisfactory490677.6
February 1998FairGoodSatisfactorySatisfactory736387.4
May 1996FairGoodSatisfactorySatisfactory592087.5
July 1994FairSatisfactorySatisfactorySatisfactory564087.4
July 1992FairGoodSatisfactorySatisfactory18888.8
June 1990FairGoodSatisfactorySatisfactory18586.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6030567360
Steel Protective Coatingsq. ft.1,100001,1000
Deck
Reinforced Concrete Decksq. ft.1,87201,87200
Wearing Surfacessq. ft.1,58401,58400
Substructure
Steel Columneach1200120
Steel Protective Coatingsq. ft.115001150
Reinforced Concrete Abutmentlinear ft.9209200
Masonry Abutmentlinear ft.4604420
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7272000