SW CORBETT ST over I-5 (HWY 001)


+45.48925, -122.67625
45°29'21" N, 122°40'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SW CORBETT ST over I-5 (HWY 001)
Structure number:08196 001 29883
Purpose:Carries highway overpass over highway
Route classification:Collector (Urban) [17]
Length of largest span:96.5 ft. [29.4 m]
Total length:327.8 ft. [99.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1959
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: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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,545 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:76.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201676.6FairSatisfactoryGoodSatisfactory-34545
January 201476.6FairSatisfactoryGoodSatisfactory-34545
January 201290.6FairGoodSatisfactoryGood-34545
January 201088.6FairGoodSatisfactoryGoodFO34545
January 200888.6FairGoodSatisfactoryGoodFO34203
March 200691.7FairGoodSatisfactoryGoodFO33207
January 200491.8FairSatisfactoryGoodGoodFO32240
January 200292.5FairSatisfactoryGoodVery GoodFO24800
January 200090.5GoodGoodGoodVery GoodFO24800
January 199893.6GoodGoodGoodVery Good-24800
January 199692.1GoodGoodGoodVery Good-24800
January 199492.1GoodGoodGoodVery Good-24800
January 199294.1GoodGoodGoodVery Good-24800