+47.22354, -118.11547
47°13'25" N, 118°06'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:081789000000000
Location:05.35 MI NE DURRY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year reconstructed:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:98 [as of 2014]
Truck traffic:11% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:85.8
Estimated cost of work:$281,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201485.8Not deficient---98
November 201285.8Not deficient---98
November 201085.8Not deficient---98
December 200885.8Not deficient---94
November 200664.9Structurally deficient-FairPoor58
November 200464.8Structurally deficient-FairPoor71
March 200380.9Not deficient-FairFair71
April 200180.7Not deficient-FairFair150
November 199991.8Not deficient-GoodGood150
October 199791.8Not deficient-GoodGood150
March 199591.8Not deficient-GoodGood150
April 199370.2Not deficient-GoodGood150
October 199171.2Not deficient-GoodGood150