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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:127 [as of 2015]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201692.6GoodVery GoodVery GoodVery Good-127
May 201492.6GoodVery GoodVery GoodVery Good-120
May 201290.6GoodVery GoodVery GoodVery Good-120
June 201090.6GoodVery GoodVery GoodVery Good-120
June 200890.6GoodVery GoodVery GoodVery Good-120
May 200690.6GoodVery GoodVery GoodVery Good-120
June 200496.1GoodVery GoodVery GoodVery Good-80
June 200296.1GoodVery GoodVery GoodVery Good-80
May 200096.1GoodVery GoodVery GoodVery Good-80
May 199896.1GoodVery GoodVery GoodVery Good-80
June 199696.1GoodVery GoodVery GoodVery Good-80
May 199495.7GoodVery GoodVery GoodVery Good-80
May 199295.7GoodVery GoodVery GoodVery Good-80
May 199095.7GoodExcellentExcellentExcellent-80