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COUNTY ROAD 21 over CULEBRA CREEK

Map

Coordinates:
+37.15157, -105.39891
37°09'06" N, 105°23'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 21 over CULEBRA CREEK
Structure number:CS242-S0.4-SMME
Location:Just SE OF CR L.7
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:25.6 ft. [7.8 m]
Total length:94.5 ft. [28.8 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:505 [as of 2014]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
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:80.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryFair50580.9
March 2015FairSatisfactorySatisfactoryFair50580.9
March 2013FairSatisfactorySatisfactoryFair58580.3
March 2011FairSatisfactorySatisfactoryFair58575.3
March 2009FairSatisfactorySatisfactoryFair67075.3
February 2007FairSatisfactorySatisfactorySatisfactory67086.3
March 2005FairSatisfactorySatisfactorySatisfactory67086.3
June 2003FairSatisfactorySatisfactorySatisfactory67086.3
October 2001FairSatisfactoryGoodGood67086.3
April 2000FairSatisfactoryGoodSatisfactory67086.3
June 1999FairSatisfactoryGoodSatisfactory67086.3
June 1998FairSatisfactoryGoodSatisfactory67086.3
April 1996FairSatisfactoryGoodGood22990.9
March 1994FairSatisfactoryGoodGood22984.7
December 1992FairSatisfactoryGoodGood22984.7
January 1991FairSatisfactoryGoodGood62086.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3783363570
Deck
Reinforced Concrete Top Flangesq. ft.2,6562,5659010
Wearing Surfacessq. ft.2,4102,410000
Substructure
Reinforced Concrete Pier Walllinear ft.57273000
Reinforced Concrete Abutmentlinear ft.5757000
Reinforced Concrete Pier Caplinear ft.5757000
Joints
Open Jointlinear ft.5700570
Bearings
Movable Bearingeach1603130
Steel Protective Coatingsq. ft.1600016
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.189189000
Steel Protective Coatingsq. ft.189189000