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NW WILSON STREET over HWY 2W US30

Map

Coordinates:
+45.53765, -122.69773
45°32'16" N, 122°41'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NW WILSON STREET over HWY 2W US30
Structure number:16510 02W 00174
Location:1.7 MI W OF W FREMONT INT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:96.8 ft. [29.5 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,155 [as of 2010]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:92.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201592.6FairGoodSatisfactorySatisfactory-5155
October 201392.6FairGoodSatisfactorySatisfactory-5155
October 201198.0FairGoodSatisfactoryGood-5155
September 200998.5GoodGoodGoodGood-5155
October 200798.5GoodGoodGoodGood-4955
October 200598.5GoodGoodGoodGood-4955
October 200398.5GoodGoodGoodGood-4811
October 200198.6GoodGoodGoodGood-3701
October 199998.6GoodGoodGoodGood-3701
October 199798.6GoodGoodGoodGood-3700
October 199598.7GoodGoodGoodGood-3700
September 199398.7GoodGoodGoodGood-3700
October 199196.7GoodGoodVery GoodGood-3600