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OLD HWY 30 over BEAVER CREEK

Map

Coordinates:
+46.09878, -123.08024
46°05'56" N, 123°04'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HWY 30 over BEAVER CREEK
Structure number:00142 414700928
Location:006 MI W HWY 30 JCT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:20.3 ft. [6.2 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]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:558 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:26.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$359,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair55826.9
May 2017FairFairFairFair55839.1
May 2016FairSatisfactorySatisfactoryFair55840.1
May 2015FairSatisfactorySatisfactorySatisfactory55847.2
July 2014FairSatisfactorySatisfactorySatisfactory55847.2
July 2012FairSatisfactorySatisfactorySatisfactory55847.2
September 2010FairSatisfactorySatisfactorySatisfactory55847.1
June 2009FairSatisfactorySatisfactorySatisfactory55847.1
January 2009FairSatisfactorySatisfactorySatisfactory55847.2
September 2006FairSatisfactorySatisfactorySatisfactory53649.0
September 2004FairSatisfactorySatisfactorySatisfactory53648.8
October 2002FairSatisfactorySatisfactorySatisfactory52048.8
September 2000FairSatisfactorySatisfactorySatisfactory52048.8
September 1998FairSatisfactorySatisfactorySatisfactory50048.9
May 1996FairSatisfactorySatisfactorySatisfactory50056.4
April 1994FairSatisfactorySatisfactorySatisfactory34058.8
March 1992FairGoodSatisfactorySatisfactory34066.9
January 1990FairFairFairSatisfactory30055.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.21063136110
Deck
Reinforced Concrete Top Flangesq. ft.1,6001,40918650
Wearing Surfacessq. ft.1,60001,590100
Substructure
Reinforced Concrete Pier Walllinear ft.2302120
Reinforced Concrete Abutmentlinear ft.1303285130
Reinforced Concrete Pile Cap/Footinglinear ft.1750150250
Joints
Other Jointlinear ft.4504500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1409525200