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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 2014 

Status:Open, no restriction [A]
Average daily traffic:40 [as of 2012]
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 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]
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:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.3Not deficientSatisfactorySatisfactoryGood40
May 201297.3Not deficientGoodGoodVery Good40
May 201097.3Not deficientGoodGoodVery Good40
May 200897.3Not deficientVery GoodGoodVery Good40
May 200697.3Not deficientVery GoodVery GoodVery Good40
May 200497.3Not deficientVery GoodVery GoodVery Good40
November 200297.3Not deficientVery GoodVery GoodVery Good40
April 200097.3Not deficientVery GoodVery GoodVery Good40
April 199897.3Not deficientVery GoodVery GoodVery Good40
July 199697.3Not deficientExcellentExcellentExcellent40
March 199497.2Not deficientExcellentExcellentExcellent40
July 199297.2Not deficientExcellentExcellentVery Good40
October 199097.2Not deficientExcellentExcellentVery Good40