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LRD OLD MILL RD over SPRING COULEE CREEK

Map 

Coordinates:
+43.69915, -91.01990
43°41'57" N, 91°01'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD OLD MILL RD over SPRING COULEE CREEK
Structure number:B62017300000000
Location:0.1M S JCT USH 14
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.5 ft. [9.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
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:200 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:64.7 tons [58.8 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.9Not deficientGoodGoodVery Good200
May 201299.9Not deficientGoodGoodVery Good200
May 201099.9Not deficientGoodGoodVery Good200
May 200899.9Not deficientGoodVery GoodVery Good200
May 200699.9Not deficientVery GoodVery GoodExcellent200
May 200499.9Not deficientExcellentExcellentExcellent200
April 200299.9Not deficientExcellentExcellentExcellent200
April 200099.9Not deficientExcellentExcellentExcellent200
May 199899.9Not deficientExcellentExcellentExcellent200
199999.9Not deficient---200