Share:

I-5 (HWY 001) SB over UPRR

Map

Coordinates:
+45.50424, -122.67378
45°30'15" N, 122°40'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 (HWY 001) SB over UPRR
Structure number:S8588E001 30170
Location:0.2 MI N OF BURNSIDE BR
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:214.9 ft. [65.5 m]
Total length:2251.1 ft. [686.1 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
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:22
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:81,600 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
Sufficiency rating:58.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201758.7FairSatisfactorySatisfactorySatisfactory-81600
February 201575.2FairSatisfactorySatisfactorySatisfactory-46208
March 201387.3FairSatisfactorySatisfactorySatisfactory-46208
April 201187.3FairSatisfactorySatisfactorySatisfactory-46208
February 201187.3FairSatisfactoryGoodGood-46208
February 200987.3FairSatisfactoryGoodGood-46208
February 200787.6FairSatisfactoryGoodGood-44150
February 200588.0FairFairSatisfactorySatisfactory-33900
February 200387.5FairSatisfactorySatisfactorySatisfactory-44800
February 200185.6FairSatisfactoryGoodSatisfactory-64600
February 199985.6GoodVery GoodGoodGood-64600
February 199782.9GoodVery GoodGoodGoodFO45700
February 199586.1GoodVery GoodGoodGoodFO23400
February 199388.2GoodVery GoodGoodGoodFO23400
February 199187.3GoodGoodGoodGoodFO29100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.11,4399,1512,28800
Steel Protective Coatingsq. ft.188,398150,72837,67000
Reinforced Concrete Girder/Beamlinear ft.52041610400
Deck
Reinforced Concrete Decksq. ft.93,66858,64030,0245,0040
Wearing Surfacessq. ft.167,572167,572000
Reinforced Concrete Top Flangesq. ft.4,1694,169000
Wearing Surfacessq. ft.7,4667,466000
Substructure
Reinforced Concrete Columneach3228400
Reinforced Concrete Abutmentlinear ft.8989000
Steel Pier Caplinear ft.81453600
Steel Protective Coatingsq. ft.2,1811,30987200
Reinforced Concrete Pier Caplinear ft.90166723400
Joints
Strip Seal Jointlinear ft.154154000
Compression Jointlinear ft.964964000
Other Jointlinear ft.8989000
Bearings
Elastomeric Bearingeach6060000
Movable Bearingeach8808440
Fixed Bearingeach8808800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,5203,62090000