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OLNEY CUT-OFF RD. over S FORK KLASKANINE RIVER

Map

Coordinates:
+46.08966, -123.74627
46°05'23" N, 123°44'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLNEY CUT-OFF RD. over S FORK KLASKANINE RIVER
Structure number:11171A060400050
Location:008 MI SE OF OLNEY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:83.0 ft. [25.3 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1977
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:303 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:73.8 tons [67.1 metric tons]
Sufficiency rating:79.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201579.0FairGoodSatisfactoryGood-303
April 201380.0GoodGoodGoodGood-303
June 201180.0GoodGoodGoodVery Good-303
May 200980.0GoodGoodGoodVery Good-303
November 200881.0GoodGoodGoodVery Good-303
August 200681.0GoodGoodGoodVery Good-291
September 200481.0GoodGoodGoodVery Good-291
September 200281.0GoodGoodGoodVery Good-283
September 200080.0GoodGoodGoodVery Good-275
August 199880.0GoodGoodGoodVery Good-275
May 199680.0GoodGoodGoodVery Good-275
April 199482.9GoodGoodGoodGood-275
March 199279.9GoodGoodGoodVery Good-275
February 199084.2GoodVery GoodVery GoodGood-250

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.504334100700
Deck
Reinforced Concrete Top Flangesq. ft.2,0332,033000
Wearing Surfacessq. ft.2,0332,033000
Substructure
Reinforced Concrete Abutmentlinear ft.4843500
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1681482000
Steel Protective Coatingsq. ft.1,24062062000