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EAST MAIN STREET over BRIDGE CREEK

Map

Coordinates:
+44.56686, -120.15048
44°34'01" N, 120°09'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST MAIN STREET over BRIDGE CREEK
Structure number:069C05000006641
Location:IN CITY OF MITCHELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:330 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:87.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$593,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairSatisfactorySatisfactory33087.0
November 2014FairFairSatisfactorySatisfactory33087.0
August 2012PoorPoorFairFair33071.0
August 2010PoorPoorPoorPoor33052.9
August 2009PoorPoorPoorPoor33054.9
October 2008PoorPoorPoorPoor33054.9
September 2007PoorPoorPoorPoor31754.9
September 2005PoorFairPoorPoor31756.9
August 2004PoorFairPoorPoor31756.7
August 2002FairSatisfactoryFairGood15370.3
July 2000FairSatisfactorySatisfactorySatisfactory15081.3
July 1998GoodGoodGoodGood15071.0
June 1996GoodGoodGoodVery Good15071.0
July 1994GoodGoodGoodVery Good15070.5
September 1992GoodGoodGoodGood15077.6
September 1990PoorPoorFairFair10070.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.356841281440
Reinforced Concrete Floor Beamlinear ft.66541200
Deck
Reinforced Concrete Top Flangesq. ft.2,4381,1495877020
Wearing Surfacessq. ft.2,4382,438000
Substructure
Reinforced Concrete Columneach82510
Reinforced Concrete Pier Caplinear ft.55401500
Joints
Pourable Jointlinear ft.5454000
Bearings
Movable Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.178170800