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LRD DAY CREEK RD over DAY CREEK

Map 

Coordinates:
+43.44202, -90.75695
43°26'31" N, 90°45'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD DAY CREEK RD over DAY CREEK
Structure number:B62007200000000
Location:0.2M S JCT USH 14
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
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: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:77 [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 minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.7 tons [50.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.1Not deficientGoodGoodVery Good77
May 201296.1Not deficientGoodGoodVery Good77
May 201096.1Not deficientGoodGoodVery Good77
May 200894.5Not deficientGoodVery GoodVery Good77
May 200694.5Not deficientVery GoodVery GoodVery Good77
May 200494.5Not deficientVery GoodVery GoodVery Good77
April 200294.5Not deficientVery GoodGoodVery Good77
December 200094.4Not deficientVery GoodGoodVery Good77
May 199894.4Not deficientVery GoodGoodVery Good77
July 199694.4Not deficientExcellentExcellentExcellent77
September 199494.9Not deficientExcellentExcellentExcellent77
December 199294.9Not deficientVery GoodExcellentVery Good77
November 199094.9Not deficientVery GoodExcellentVery Good77