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US 26 (HWY 47) over LINDSLEY CREEK

Map

Coordinates:
+45.90802, -123.83154
45°54'29" N, 123°49'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 26 (HWY 47) over LINDSLEY CREEK
Structure number:03095 047 00585
Location:059 MI SE CANNON BCH JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:18.0 ft. [5.5 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Owner:State Highway Agency [01]
Year built:1955
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 [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,400 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:33.1 tons [30.1 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Sufficiency rating:50.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$184,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201650.0FairGoodSatisfactoryFairFO8400
May 201456.1FairGoodSatisfactoryFairFO6200
May 201256.1FairGoodSatisfactoryFairFO6200
May 201060.0FairGoodSatisfactoryFairFO5900
May 200860.0FairGoodSatisfactoryFairFO5900
May 200658.9FairGoodGoodFairFO6000
April 200552.9FairGoodGoodFairFO6000
April 200452.9FairGoodGoodFairFO5900
May 200352.9FairGoodGoodFairFO5800
May 200252.9FairGoodGoodFairFO5800
May 200152.9FairSatisfactorySatisfactoryFairFO5800
May 199964.9GoodVery GoodGoodGoodFO5700
May 199768.0GoodVery GoodVery GoodVery Good-3700
May 199568.0GoodVery GoodVery GoodVery Good-3700
May 199368.0GoodVery GoodVery GoodVery Good-3700
May 199166.9FairGoodGoodSatisfactory-4250