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VANCOUVER AVE over HWY 1 I-5

Map

Coordinates:
+45.53629, -122.66774
45°32'11" N, 122°40'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VANCOUVER AVE over HWY 1 I-5
Structure number:08574 001 30243
Location:0.9 MI N OF BURNSIDE BR
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:483.0 ft. [147.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete continuous [2]
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,955 [as of 2010]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.8 tons [88.9 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:85.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$4,503,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201785.6FairSatisfactorySatisfactorySatisfactoryFO12955
February 201585.6FairSatisfactorySatisfactorySatisfactoryFO12955
February 201385.6FairSatisfactorySatisfactorySatisfactoryFO12955
February 201185.6FairSatisfactorySatisfactorySatisfactoryFO12955
February 200985.6FairSatisfactorySatisfactoryGoodFO12955
February 200788.8FairSatisfactorySatisfactoryGoodFO12453
February 200587.9FairFairSatisfactoryGoodFO12090
February 200389.0FairSatisfactorySatisfactoryVery GoodFO12090
February 200188.4GoodGoodGoodVery GoodFO9300
February 199990.4GoodGoodGoodVery GoodFO9300
February 199790.4GoodGoodGoodVery GoodFO9300
February 199588.6GoodGoodGoodVery GoodFO9300
February 199388.6GoodGoodGoodVery GoodFO9300
February 199188.5FairSatisfactoryGoodVery GoodFO9400