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COUNTY ROAD 47 over ARKANSAS RIVER

Map

Coordinates:
+38.43065, -105.81301
38°25'50" N, 105°48'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 47 over ARKANSAS RIVER
Structure number:FRCO 302-CHERRY
Location:.2 MI NW OF US 50
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:97.1 ft. [29.6 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1960
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:160 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour condition. [5]
Sufficiency rating:25.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$932,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorSatisfactoryPoorSatisfactory16025.0
February 2015FairSatisfactoryFairSatisfactory16027.0
February 2013FairGoodFairSatisfactory18518.7
March 2011FairGoodFairFair18523.2
February 2009FairGoodFairFair12616.7
January 2007FairFairFairFair12622.8
November 2004FairFairFairFair12622.8
June 2003FairFairFairFair12622.8
May 2001FairFairFairFair4338.0
April 1999FairSatisfactoryFairFair4339.0
April 1997FairSatisfactoryFairFair4339.0
October 1995FairSatisfactoryFairFair10031.3
November 1993FairSatisfactoryFairFair10031.3
April 1991FairSatisfactoryFairFair10031.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.91808161020
Steel Protective Coatingsq. ft.918000918
Steel Trusslinear ft.2040180240
Steel Protective Coatingsq. ft.204002040
Steel Floor Beamlinear ft.7000700
Steel Protective Coatingsq. ft.7000070
Steel Gusset Plateeach2081110
Substructure
Reinforced Concrete Abutmentlinear ft.3939000
Deck
Timber Decksq. ft.1,77501,77500
Wearing Surfacessq. ft.1,7751,775000
Bearings
Fixed Bearingeach40040
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.204020400
Steel Protective Coatingsq. ft.204002040