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SR 21 over LIND COULEE

Map 

Coordinates:
+46.97168, -118.61013
46°58'18" N, 118°36'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 21 over LIND COULEE
Structure number:0013112A0000000
Location:2.0 N JCT US 395
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2014 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:703 [as of 2012]
Truck traffic:22% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:98.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,731,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201498.8GoodGoodGoodGood-703
February 201098.8GoodGoodGoodGood-701
February 200698.8GoodGoodGoodGood-860
May 200498.8GoodGoodGoodGood-860
July 200299.8GoodGoodGoodGood-860
April 200099.8GoodGoodGoodGood-713
October 199899.8GoodGoodGoodGood-713
April 199697.6GoodVery GoodVery GoodGood-713
September 199497.6GoodVery GoodVery GoodGood-713
June 1992100.0GoodVery GoodVery GoodGood-160