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NE 33RD AVE over B-9 OVER UPRR

Map

Coordinates:
+45.57258, -122.63064
45°34'21" N, 122°37'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 33RD AVE over B-9 OVER UPRR
Structure number:02484 000 00014
Location:1 BLOCK N OF DEKUM ST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1929
Year reconstructed:1938
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,262 [as of 2010]
Truck traffic:20% 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:67.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,409,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201667.5FairSatisfactorySatisfactorySatisfactoryFO9262
July 201467.5FairSatisfactorySatisfactorySatisfactoryFO9262
July 201260.3FairSatisfactorySatisfactorySatisfactoryFO9262
August 201060.3FairSatisfactorySatisfactorySatisfactoryFO9262
November 200856.2FairFairSatisfactorySatisfactoryFO9262
February 200856.2FairFairSatisfactorySatisfactoryFO9170
March 200349.1FairGoodGoodSatisfactoryFO8090
March 200149.2GoodGoodGoodGoodFO7854
October 199973.0GoodGoodGoodGoodFO7700
September 199772.8GoodGoodGoodGoodFO9500
May 199672.8GoodGoodGoodGoodFO9500
September 199573.2GoodGoodGoodGoodFO8200
October 199373.2GoodGoodGoodGoodFO8200
November 199173.2FairGoodSatisfactorySatisfactoryFO8200