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LRD SPRING COULEE over SPRING COULEE CREEK

Map 

Coordinates:
+43.60278, -91.20473
43°36'10" N, 91°12'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD SPRING COULEE over SPRING COULEE CREEK
Structure number:B62006800000000
Location:1.4M E JCT STH 35
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:86.9 ft. [26.5 m]
Total length:88.6 ft. [27.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46 [as of 2015]
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:99.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201699.3FairSatisfactorySatisfactoryGood-46
May 201497.3FairSatisfactorySatisfactoryGood-40
May 201297.3GoodGoodGoodVery Good-40
May 201097.3GoodGoodGoodVery Good-40
May 200897.3GoodVery GoodGoodVery Good-40
May 200697.3GoodVery GoodVery GoodVery Good-40
May 200497.3GoodVery GoodVery GoodVery Good-40
November 200297.3GoodVery GoodVery GoodVery Good-40
April 200097.3GoodVery GoodVery GoodVery Good-40
April 199897.3GoodVery GoodVery GoodVery Good-40
July 199697.3GoodExcellentExcellentExcellent-40
March 199497.2GoodExcellentExcellentExcellent-40
July 199297.2GoodExcellentExcellentVery Good-40
October 199097.2GoodExcellentExcellentVery Good-40