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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201467.5Functionally obsoleteSatisfactorySatisfactorySatisfactory9262
July 201260.3Functionally obsoleteSatisfactorySatisfactorySatisfactory9262
August 201060.3Functionally obsoleteSatisfactorySatisfactorySatisfactory9262
November 200856.2Functionally obsoleteFairSatisfactorySatisfactory9262
February 200856.2Functionally obsoleteFairSatisfactorySatisfactory9170
March 200349.1Functionally obsoleteGoodGoodSatisfactory8090
March 200149.2Functionally obsoleteGoodGoodGood7854
October 199973.0Functionally obsoleteGoodGoodGood7700
September 199772.8Functionally obsoleteGoodGoodGood9500
May 199672.8Functionally obsoleteGoodGoodGood9500
September 199573.2Functionally obsoleteGoodGoodGood8200
October 199373.2Functionally obsoleteGoodGoodGood8200
November 199173.2Functionally obsoleteGoodSatisfactorySatisfactory8200