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CAMP SHERMAN ROAD over METOLIUS RIVER

Map

Coordinates:
+44.46054, -121.64349
44°27'38" N, 121°38'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMP SHERMAN ROAD over METOLIUS RIVER
Structure number:16C02 579000548
Location:AT CAMP SHERMAN STORE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:239 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:85.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$479,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodGood23985.9
November 2016GoodGoodGoodGood23985.9
January 2015GoodGoodGoodGood23985.9
October 2013PoorGoodGoodCritical23929.5
September 2012PoorGoodGoodCritical23929.5
August 2011PoorGoodGoodCritical23929.5
September 2010PoorGoodGoodCritical23929.5
August 2009PoorGoodGoodCritical23929.5
October 2008PoorGoodGoodCritical23929.6
August 2006FairGoodGoodFair23057.3
August 2004FairGoodGoodFair23074.9
July 2002FairGoodVery GoodSatisfactory12486.0
July 2000FairGoodVery GoodSatisfactory12086.0
July 1998FairGoodVery GoodSatisfactory12086.0
June 1996FairGoodVery GoodSatisfactory12086.0
July 1994FairGoodVery GoodSatisfactory12085.0
July 1992GoodVery GoodVery GoodVery Good12085.0
May 1990GoodVery GoodVery GoodVery Good12075.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.504502200
Deck
Reinforced Concrete Decksq. ft.3603441600
Reinforced Concrete Top Flangesq. ft.2,0162,0011500
Wearing Surfacessq. ft.1,5841,43415000
Substructure
Reinforced Concrete Columneach30300
Reinforced Concrete Abutmentlinear ft.76562000
Reinforced Concrete Pile Cap/Footinglinear ft.9409400
Reinforced Concrete Pileeach99000
Reinforced Concrete Pier Caplinear ft.2825300
Joints
Other Jointlinear ft.56362000
Bearings
Elastomeric Bearingeach2828000
Bridge Rail
Timber Bridge Raillinear ft.2167813800