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AVE G over NECANICUM RV

Map

Coordinates:
+45.98942, -123.92559
45°59'22" N, 123°55'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AVE G over NECANICUM RV
Structure number:07525A000G00000
Location:017 MI W FAP 2
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,310 [as of 2010]
Truck traffic:10% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:52.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,081,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryFairFair331052.8
April 2015FairSatisfactoryFairFair331052.8
April 2013FairSatisfactoryFairFair331052.8
May 2011FairSatisfactoryFairFair331052.8
May 2009FairSatisfactoryFairSatisfactory331052.8
November 2008FairGoodSatisfactorySatisfactory331062.5
September 2006FairGoodSatisfactorySatisfactory318262.3
September 2004FairGoodSatisfactoryGood318262.0
September 2002FairGoodSatisfactoryGood309062.0
September 2000FairGoodSatisfactoryGood300063.0
August 1998FairGoodFairGood60056.3
May 1996FairGoodFairGood60067.8
April 1994FairGoodFairGood60066.8
March 1992FairGoodSatisfactoryGood60077.8
March 1990FairGoodSatisfactoryGood60077.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,055875150300
Deck
Reinforced Concrete Decksq. ft.6,0005,803170270
Substructure
Reinforced Concrete Abutmentlinear ft.7271100
Prestressed Concrete Pileeach3282400
Reinforced Concrete Pier Caplinear ft.2171972000
Joints
Other Jointlinear ft.289289000
Bearings
Elastomeric Bearingeach252252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4221041200