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HY 1 NB TO HY 2 over UPRR & CONN 6

Map

Coordinates:
+45.52405, -122.66494
45°31'27" N, 122°39'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HY 1 NB TO HY 2 over UPRR & CONN 6
Structure number:08588D001 30150
Location:0.1 MI N OF BURNSIDE BR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:146.0 ft. [44.5 m]
Total length:1564.1 ft. [476.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2013

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,300 [as of 2010]
Truck traffic:13% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:28.5 tons [25.9 metric tons]
Inventory rating:22.1 tons [20.1 metric tons]
Sufficiency rating:68.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$8,013,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201368.7FairSatisfactorySatisfactorySatisfactoryFO32300
October 201060.0FairSatisfactorySatisfactoryGoodFO49825
February 200960.0FairSatisfactorySatisfactoryGoodFO49825
February 200760.4FairSatisfactorySatisfactoryGoodFO47895
February 200582.6FairSatisfactorySatisfactoryGoodFO47895
February 200382.8FairSatisfactoryGoodGoodFO46500
February 200183.0FairSatisfactoryGoodGoodFO44780
February 199980.9GoodGoodGoodGoodFO44780
February 199787.3GoodGoodGoodGoodFO17400
February 199585.0GoodGoodGoodGoodFO17400
February 199385.0GoodGoodGoodGoodFO17400
February 199184.5GoodVery GoodGoodVery GoodFO20300