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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

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,31787804390
Reinforced Concrete Floor Beamlinear ft.8181000
Deck
Reinforced Concrete Top Flangesq. ft.14,41414,4040100
Substructure
Reinforced Concrete Columneach21010
Reinforced Concrete Abutmentlinear ft.1691442500
Reinforced Concrete Pier Caplinear ft.79592000
Joints
Strip Seal Jointlinear ft.9309300
Compression Jointlinear ft.7607600
Other Jointlinear ft.1694601230
Bearings
Pot Bearingeach33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4393736600