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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:235 [as of 2015]
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 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:64.7 tons [58.8 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201699.9GoodGoodGoodVery Good-235
May 201499.9GoodGoodGoodVery Good-200
May 201299.9GoodGoodGoodVery Good-200
May 201099.9GoodGoodGoodVery Good-200
May 200899.9GoodGoodVery GoodVery Good-200
May 200699.9GoodVery GoodVery GoodExcellent-200
May 200499.9GoodExcellentExcellentExcellent-200
April 200299.9GoodExcellentExcellentExcellent-200
April 200099.9GoodExcellentExcellentExcellent-200
May 199899.9GoodExcellentExcellentExcellent-200