Share:

OLD HWY 46;500 E over CAMAS CREEK

Map

Coordinates:
+43.29500, -114.69278
43°17'42" N, 114°41'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HWY 46;500 E over CAMAS CREEK
Structure number:000000000023875
Location:3.2 S. 5.0 E. FAIRFIELD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2015]
Truck traffic:50% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:73.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$402,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactoryFairFair2073.2
June 2014FairSatisfactoryFairFair2073.2
June 2012FairSatisfactorySatisfactoryFair2073.2
June 2010FairSatisfactorySatisfactoryFair3073.2
June 2008FairSatisfactorySatisfactoryFair3073.2
June 2006FairSatisfactorySatisfactoryFair3073.2
June 2004FairSatisfactorySatisfactoryFair3073.2
June 2003FairSatisfactorySatisfactoryFair3073.2
June 2002FairSatisfactorySatisfactoryFair3070.0
June 2000FairSatisfactoryFairFair3070.0
June 1999FairSatisfactoryFairFair3070.0
June 1998FairSatisfactoryFairFair3070.0
June 1997FairSatisfactoryFairFair3070.0
June 1996FairSatisfactoryFairFair3070.0
June 1995FairSatisfactoryFairFair3070.0
June 1994FairSatisfactoryFairFair3070.0
June 1993FairSatisfactoryFairFair3070.0
June 1992FairSatisfactoryFairFair3070.0
June 1991FairSatisfactoryFairFair3070.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.3150289260
Substructure
Timber Columneach50320
Timber Abutmentlinear ft.4904720
Timber Pier Caplinear ft.2402400
Deck
Timber Decksq. ft.861086100
Bridge Rail
Timber Bridge Raillinear ft.690271725