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I-5 (HWY 001) NB over FREMONT VIADUCT

Map 

Coordinates:
+45.54284, -122.67389
45°32'34" N, 122°40'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-5 (HWY 001) NB over FREMONT VIADUCT
Structure number:N8958A001 30299
Location:1.5 MI N OF BURNSIDE BR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:140.1 ft. [42.7 m]
Total length:1997.1 ft. [608.7 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:11.2 ft. [3.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:66,761 [as of 2010]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:13.5 tons [12.3 metric tons]
Inventory rating:10.7 tons [9.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:33.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$13,244,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201533.8Functionally obsoleteFairGoodSatisfactory66761
February 201385.3Functionally obsoleteFairGoodSatisfactory66761
June 201185.3Functionally obsoleteFairGoodSatisfactory66761
February 200985.3Functionally obsoleteFairGoodGood66761
February 200785.7Functionally obsoleteFairGoodGood62850
February 200585.3Functionally obsoleteFairSatisfactoryGood66000
February 200364.5Functionally obsoleteFairSatisfactoryGood73000
February 200165.0Functionally obsoleteFairSatisfactoryGood69230
February 199966.1Functionally obsoleteGoodGoodVery Good69230
February 199766.6Functionally obsoleteGoodGoodVery Good65650
February 199569.1Functionally obsoleteGoodGoodVery Good57300
February 199369.1Functionally obsoleteGoodGoodVery Good57300
February 199169.3Functionally obsoleteGoodGoodVery Good55000