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LRD 29TH LANE over WILLOW CREEK

Map 

Coordinates:
+44.05564, -89.02859
44°03'20" N, 89°01'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD 29TH LANE over WILLOW CREEK
Structure number:B69003000000000
Location:1.1M N JCT STH 21
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:
Owner:Town or Township Highway Agency [03]
Year built:1988
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 2014 

Status:Open, no restriction [A]
Average daily traffic:90 [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:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:66.4 tons [60.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.0Not deficientVery GoodVery GoodVery Good90
May 201298.0Not deficientVery GoodVery GoodVery Good90
June 201098.0Not deficientVery GoodVery GoodVery Good90
June 200898.0Not deficientVery GoodVery GoodVery Good90
May 200698.0Not deficientVery GoodVery GoodVery Good90
June 200498.0Not deficientVery GoodVery GoodVery Good90
June 200298.0Not deficientVery GoodVery GoodVery Good90
May 200098.0Not deficientVery GoodVery GoodVery Good90
May 199898.0Not deficientVery GoodVery GoodVery Good90
June 199698.0Not deficientVery GoodVery GoodVery Good90
May 199498.0Not deficientVery GoodVery GoodVery Good90
May 199298.0Not deficientVery GoodVery GoodVery Good90
May 199098.0Not deficientExcellentExcellentExcellent90