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US 30 (HWY 02W)CON over NW VAUGHN STREET

Map

Coordinates:
+45.53726, -122.69770
45°32'14" N, 122°41'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 30 (HWY 02W)CON over NW VAUGHN STREET
Structure number:16511 02WC00170
Location:1.7 MI W OF W FREMONT INT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:133.9 ft. [40.8 m]
Total length:219.5 ft. [66.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1988
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:16,500 [as of 2014]
Truck traffic:15% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:28.8 tons [26.2 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Sufficiency rating:77.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,397,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201577.5FairSatisfactorySatisfactorySatisfactoryFO16500
October 201377.5FairSatisfactorySatisfactorySatisfactoryFO16700
October 201192.7FairGoodSatisfactoryGoodFO16700
September 200989.3GoodGoodGoodGoodFO16700
October 200787.9GoodGoodGoodGoodFO29406
October 200587.9GoodGoodGoodGoodFO29406
October 200387.9FairSatisfactoryGoodGoodFO29406
October 200188.0GoodGoodGoodGoodFO28550
October 199986.2GoodGoodGoodGoodFO45901
October 199788.3GoodGoodGoodGood-45900
October 199587.1GoodGoodGoodGood-45900
September 199387.1GoodGoodGoodGood-45900
October 199185.3GoodGoodGoodGood-44000