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FLINT AVE over HWY 1 I-5

Map

Coordinates:
+45.53750, -122.66869
45°32'15" N, 122°40'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FLINT AVE over HWY 1 I-5
Structure number:08573 001 30253
Location:1.0 MI N OF BURNSIDE BR
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:109.9 ft. [33.5 m]
Total length:522.0 ft. [159.1 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:15.4 ft. [4.7 m]
Skew angle:58°
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:6
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:7,200 [as of 2010]
Truck traffic:13% 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:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:86.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$4,867,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201786.3FairSatisfactorySatisfactorySatisfactoryFO7200
February 201586.3FairSatisfactorySatisfactorySatisfactoryFO7200
February 201386.3FairSatisfactorySatisfactorySatisfactoryFO7200
February 201185.1FairSatisfactorySatisfactorySatisfactoryFO9611
February 200985.1FairSatisfactorySatisfactoryGoodFO9611
February 200788.2FairSatisfactorySatisfactoryGoodFO9239
February 200587.1FairFairSatisfactorySatisfactoryFO8970
February 200387.1FairFairSatisfactoryGoodFO8970
February 200188.2FairFairSatisfactoryGoodFO6900
February 200086.2FairFairSatisfactoryGoodFO6900
February 199989.2GoodGoodGoodVery GoodFO6900
February 199791.6GoodGoodGoodVery GoodFO6900
February 199589.7GoodGoodGoodVery GoodFO6900
February 199389.7GoodGoodGoodVery GoodFO6900
February 199189.7GoodGoodGoodVery GoodFO7000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.2,6101,995550650
Deck
Reinforced Concrete Top Flangesq. ft.29,23215,1299,3024,8010
Substructure
Reinforced Concrete Columneach3432200
Reinforced Concrete Abutmentlinear ft.217217000
Joints
Other Jointlinear ft.220002200
Bearings
Movable Bearingeach2408160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0441,044000