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OLD HWY 30 over BEAVER CREEK

Map

Coordinates:
+46.09241, -122.99849
46°05'33" N, 122°59'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HWY 30 over BEAVER CREEK
Structure number:09C57 209700696
Location:006 MIW JCT HWY30/LARSONR
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:County Highway Agency [02]
Year built:1918
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:993 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:54.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$179,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairFairSatisfactory99354.3
May 2015FairFairFairSatisfactory99359.7
May 2013FairFairFairSatisfactory99359.6
July 2011FairFairFairSatisfactory99359.6
June 2009FairFairFairSatisfactory99359.7
January 2009FairSatisfactorySatisfactorySatisfactory99371.8
September 2006FairSatisfactorySatisfactorySatisfactory95471.8
September 2004FairSatisfactorySatisfactorySatisfactory95471.5
October 2002FairSatisfactorySatisfactorySatisfactory92771.5
September 2000PoorSatisfactoryPoorSatisfactory90047.4
September 1998PoorSatisfactoryPoorGood90047.4
May 1996PoorSatisfactoryPoorGood90047.4
April 1994PoorGoodSeriousGood90020.4
March 1992FairSatisfactoryFairSatisfactory90054.3
January 1990PoorSatisfactoryPoorGood80041.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.105683250
Deck
Reinforced Concrete Decksq. ft.8007109000
Wearing Surfacessq. ft.800080000
Substructure
Reinforced Concrete Abutmentlinear ft.90652500
Joints
Other Jointlinear ft.4545000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.76561604