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MACON FLAT ROAD over CAMAS CREEK

Map

Coordinates:
+43.33722, -114.59944
43°20'14" N, 114°35'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MACON FLAT ROAD over CAMAS CREEK
Structure number:000000000023825
Location:0.3 S. 9.5 E. FAIRFIELD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.0 ft. [18.3 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Owner:County Highway Agency [02]
Year built:1945
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20 [as of 2015]
Truck traffic:50% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:44.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$742,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairVery GoodFairFair2044.2
June 2015FairVery GoodFairFair2044.2
June 2014FairVery GoodFairFair2022.8
June 2013PoorCriticalFairFair2017.6
June 2012FairFairFairFair2021.8
June 2011FairFairFairFair2022.8
June 2010FairFairFairSatisfactory2022.8
June 2009FairSatisfactoryFairGood1023.9
June 2008FairSatisfactoryFairGood1023.9
June 2007FairSatisfactoryFairGood1023.9
June 2006FairSatisfactoryFairGood1023.9
June 2005FairSatisfactoryFairGood1023.9
June 2004FairSatisfactoryFairGood1023.9
June 2003FairSatisfactoryFairGood1023.9
June 2002FairSatisfactoryFairGood1023.9
June 2000PoorSatisfactoryPoorGood1022.5
June 1999PoorSatisfactoryPoorGood1022.5
June 1998PoorSatisfactoryPoorGood2022.0
June 1997PoorSatisfactoryPoorGood2022.0
June 1996PoorSatisfactoryPoorGood3021.6
June 1995PoorSatisfactoryPoorGood3022.3
June 1994PoorSatisfactoryPoorGood3022.3
June 1993PoorSatisfactoryPoorGood3022.3
June 1992PoorSatisfactoryPoorGood3022.3
June 1991PoorSatisfactoryPoorGood3022.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.2100189210
Steel Stringerlinear ft.492049200
Steel Protective Coatingsq. ft.1,0970001,097
Steel Trusslinear ft.120011640
Steel Protective Coatingsq. ft.745000745
Steel Floor Beamlinear ft.5205200
Steel Protective Coatingsq. ft.252000252
Substructure
Steel Columneach40400
Steel Protective Coatingsq. ft.109000109
Reinforced Concrete Pier Walllinear ft.168800
Reinforced Concrete Abutmentlinear ft.75472620
Reinforced Concrete Pile Cap/Footinglinear ft.100524170
Timber Pier Caplinear ft.3203200
Deck
Corrugated or Orthotropic Decksq. ft.1,3441,344000
Steel Protective Coatingsq. ft.1,3441,344000
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.40004
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.121012100
Steel Protective Coatingsq. ft.219000219