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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:89 [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 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 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:55.7 tons [50.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:98.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201698.1GoodGoodGoodVery Good-89
May 201496.1GoodGoodGoodVery Good-77
May 201296.1GoodGoodGoodVery Good-77
May 201096.1GoodGoodGoodVery Good-77
May 200894.5GoodGoodVery GoodVery Good-77
May 200694.5GoodVery GoodVery GoodVery Good-77
May 200494.5GoodVery GoodVery GoodVery Good-77
April 200294.5GoodVery GoodGoodVery Good-77
December 200094.4GoodVery GoodGoodVery Good-77
May 199894.4GoodVery GoodGoodVery Good-77
July 199694.4GoodExcellentExcellentExcellent-77
September 199494.9GoodExcellentExcellentExcellent-77
December 199294.9GoodVery GoodExcellentVery Good-77
November 199094.9GoodVery GoodExcellentVery Good-77