+46.11526, -123.92403
46°06'55" N, 123°55'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US101 (HWY 9) over PRIVATE ROAD
Structure number:01468 009 01282
Location:080 MI S ASTORIA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,200 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:33.9 tons [30.8 metric tons]
Inventory rating:26.1 tons [23.7 metric tons]
Sufficiency rating:49.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$154,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201549.5FairSatisfactorySatisfactoryGoodFO17200
September 201355.4FairSatisfactorySatisfactoryGoodFO16900
September 201155.4FairSatisfactorySatisfactoryGoodFO16900
September 200956.4FairSatisfactorySatisfactoryGoodFO13500
September 200760.4FairSatisfactorySatisfactoryGoodFO13800
September 200561.4GoodGoodGoodVery GoodFO13800
September 200361.2GoodVery GoodVery GoodVery GoodFO13100
September 200161.2GoodVery GoodVery GoodVery GoodFO14000
September 199962.2GoodVery GoodVery GoodVery GoodFO13500
September 199766.2GoodVery GoodVery GoodVery Good-10200
September 199566.2GoodVery GoodVery GoodVery Good-10200
February 199469.3GoodVery GoodVery GoodVery Good-10200
February 199269.3GoodVery GoodVery GoodVery Good-9000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.120012000
Reinforced Concrete Top Flangesq. ft.9108753500
Wearing Surfacessq. ft.8107506000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6161000
Other Jointlinear ft.6006000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7676000