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NE 12TH AVE over B-25 X BANFIELD AND UPRR

Map

Coordinates:
+45.52869, -122.65361
45°31'43" N, 122°39'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 12TH AVE over B-25 X BANFIELD AND UPRR
Structure number:07039 000 00437
Location:3 BLKS N OF GLISAN
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:128.0 ft. [39.0 m]
Total length:327.1 ft. [99.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:30.5 ft. [9.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,347 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:48.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$3,268,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201548.2FairFairFairSatisfactoryFO15347
September 201350.1FairSatisfactoryFairSatisfactoryFO11036
September 201150.1FairSatisfactoryFairSatisfactoryFO11036
November 200958.5FairSatisfactoryGoodSatisfactoryFO11036
March 200960.5FairSatisfactoryGoodSatisfactoryFO11036
November 200660.6FairSatisfactoryGoodSatisfactoryFO10609
October 200460.2FairGoodGoodSatisfactoryFO10609
September 200260.3FairGoodGoodSatisfactoryFO10300
September 200060.3FairGoodGoodSatisfactoryFO10000
June 199860.3FairGoodGoodSatisfactoryFO10000
March 199862.4FairGoodGoodSatisfactoryFO10000
April 199662.4FairGoodGoodSatisfactoryFO10000
May 199462.2FairGoodGoodSatisfactoryFO14200
June 199276.6FairGoodSatisfactorySatisfactoryFO14350
June 199074.5GoodVery GoodGoodGoodFO14350

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6430608350
Steel Protective Coatingsq. ft.10,5905,4063,5301,324330
Steel Stringerlinear ft.3,25702,8074500
Steel Protective Coatingsq. ft.17,3102,3448,6565,770540
Deck
Reinforced Concrete Decksq. ft.13,10005,0008,1000
Wearing Surfacessq. ft.216216000
Superstructure
Steel Floor Beamlinear ft.1,2521,1171002510
Steel Protective Coatingsq. ft.10,5151,0955,2583,505657
Substructure
Steel Columneach82600
Steel Protective Coatingsq. ft.1,6051,245325305
Reinforced Concrete Columneach21010
Reinforced Concrete Abutmentlinear ft.160160000
Reinforced Concrete Pile Cap/Footinglinear ft.3636000
Joints
Pourable Jointlinear ft.4040000
Compression Jointlinear ft.2001091
Assembly with Sealeach2020000
Other Jointlinear ft.220145154020
Bearings
Elastomeric Bearingeach55000
Movable Bearingeach60600
Steel Protective Coatingsq. ft.60540105
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.40520105
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.758075800
Steel Protective Coatingsq. ft.2,99202,057748187