SR 261 over DRY RUN


+46.77472, -118.28680
46°46'29" N, 118°17'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 261 over DRY RUN
Structure number:0003308B0000000
Location:1.7 N JCT SR 26
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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: February 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:370 [as of 2014]
Truck traffic:28% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201682.0FairSatisfactoryGoodGood-370
February 201482.0FairSatisfactoryGoodGood-319
February 201282.0FairSatisfactoryGoodGood-352
July 201082.0FairSatisfactoryGoodGood-312
August 200882.0FairSatisfactoryGoodGood-312
October 200680.8FairSatisfactoryGoodGood-533
September 200480.8GoodGoodGoodGood-533
July 200280.8GoodGoodGoodGood-533
June 200080.8GoodGoodGoodGood-518
November 199883.8GoodGoodGoodGood-518
November 199683.8GoodGoodGoodGood-518
September 199478.2GoodGoodGoodGood-518
October 199280.9GoodGoodGoodGood-525
July 199080.9GoodGoodGoodGood-525