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HWY 1W over GROVER STREET

Map

Coordinates:
+45.50000, -122.67769
45°30'00" N, 122°40'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 1W over GROVER STREET
Structure number:06895 01W 00167
Location:1.5 MI S PORTLAND CC
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:69.6 ft. [21.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1948
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:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,900 [as of 2014]
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:Basically intolerable requiring high priority of corrrective action [3]
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:25.0 tons [22.7 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:57.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$932,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201657.6FairSatisfactorySatisfactorySatisfactoryFO30900
February 201459.5FairSatisfactorySatisfactorySatisfactoryFO18700
February 201259.5FairSatisfactorySatisfactorySatisfactoryFO18700
September 201059.5FairSatisfactorySatisfactoryGoodFO18700
February 200859.5FairSatisfactorySatisfactoryGoodFO18700
May 200659.3FairSatisfactorySatisfactoryGoodFO19900
February 200659.3FairSatisfactorySatisfactorySatisfactoryFO19900
February 200459.2FairSatisfactorySatisfactorySatisfactoryFO19500
February 200256.2FairSatisfactorySatisfactoryGoodFO38000
February 200056.2FairSatisfactorySatisfactoryGoodFO38000
February 199859.4FairSatisfactorySatisfactoryGoodFO18300
February 199673.3FairSatisfactorySatisfactoryGoodFO6500
February 199473.3FairSatisfactorySatisfactoryGoodFO6500
February 199271.3FairSatisfactorySatisfactoryGoodFO6500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.101101000
Reinforced Concrete Abutmentlinear ft.2021515100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2098363630
Steel Protective Coatingsq. ft.1,26503169490
Deck
Reinforced Concrete Slabsq. ft.7,0256814,2372,1070
Wearing Surfacessq. ft.6,0316,031000