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I-5 NB over JAMES, CHERRY, REVERS

Map

Coordinates:
+47.60419, -122.32725
47°36'15" N, 122°19'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 NB over JAMES, CHERRY, REVERS
Structure number:0007110A0000000
Location:1.2 N JCT I-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:85.0 ft. [25.9 m]
Total length:4714.1 ft. [1436.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:26
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,347 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$101,822,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood6134765.7
July 2015FairSatisfactorySatisfactoryGood6134765.5
August 2013FairSatisfactorySatisfactoryGood6134765.5
August 2011FairSatisfactorySatisfactoryGood6294265.3
August 2009FairSatisfactorySatisfactoryGood8621062.2
October 2007FairSatisfactorySatisfactoryGood11060060.6
December 2006FairSatisfactorySatisfactoryGood11650060.6
December 2004FairSatisfactorySatisfactoryGood11650060.6
October 2002FairSatisfactorySatisfactoryGood11650060.6
December 2000FairSatisfactorySatisfactoryGood9856260.6
October 1998FairSatisfactorySatisfactoryGood9856260.6
August 1996FairSatisfactorySatisfactoryGood9856260.6
December 1994FairSatisfactorySatisfactoryGood9856264.9
March 1992FairSatisfactorySatisfactoryGood9029668.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.4,7144,6904200
Deck
Reinforced Concrete Decksq. ft.226,272225,965237070
Substructure
Reinforced Concrete Columneach125119060
Reinforced Concrete Abutmentlinear ft.5252000
Reinforced Concrete Pier Caplinear ft.2016040
Joints
Open Jointlinear ft.4800480
Assembly without Seal Jointlinear ft.905000905
Bearings
Movable Bearingeach115001150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5,4365,40602010
Reinforced Concrete Bridge Raillinear ft.9,4289,423320