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LRD 28TH RD over WILLOW CREEK

Map 

Coordinates:
+44.04815, -89.05802
44°02'53" N, 89°03'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD 28TH RD over WILLOW CREEK
Structure number:B69002800000000
Location:0.8M N JCT STH 21
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.8 ft. [10.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:1986
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:120 [as of 2012]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201492.6Not deficientVery GoodVery GoodVery Good120
May 201290.6Not deficientVery GoodVery GoodVery Good120
June 201090.6Not deficientVery GoodVery GoodVery Good120
June 200890.6Not deficientVery GoodVery GoodVery Good120
May 200690.6Not deficientVery GoodVery GoodVery Good120
June 200496.1Not deficientVery GoodVery GoodVery Good80
June 200296.1Not deficientVery GoodVery GoodVery Good80
May 200096.1Not deficientVery GoodVery GoodVery Good80
May 199896.1Not deficientVery GoodVery GoodVery Good80
June 199696.1Not deficientVery GoodVery GoodVery Good80
May 199495.7Not deficientVery GoodVery GoodVery Good80
May 199295.7Not deficientVery GoodVery GoodVery Good80
May 199095.7Not deficientExcellentExcellentExcellent80