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I-5 NB over JAMES, CHERRY, REVERS

Map 

Coordinates:
+47.60442, -122.32744
47°36'16" N, 122°19'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:14.8 ft. [4.5 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]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201765.7FairSatisfactorySatisfactoryGoodFO61347
July 201565.5FairSatisfactorySatisfactoryGoodFO61347
August 201365.5FairSatisfactorySatisfactoryGoodFO61347
August 201165.3FairSatisfactorySatisfactoryGoodFO62942
August 200962.2FairSatisfactorySatisfactoryGoodFO86210
October 200760.6FairSatisfactorySatisfactoryGoodFO110600
December 200660.6FairSatisfactorySatisfactoryGoodFO116500
December 200460.6FairSatisfactorySatisfactoryGoodFO116500
October 200260.6FairSatisfactorySatisfactoryGoodFO116500
December 200060.6FairSatisfactorySatisfactoryGoodFO98562
October 199860.6FairSatisfactorySatisfactoryGoodFO98562
August 199660.6FairSatisfactorySatisfactoryGoodFO98562
December 199464.9FairSatisfactorySatisfactoryGoodFO98562
March 199268.0FairSatisfactorySatisfactoryGoodFO90296