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LRD TAINTER HOLLOW over TAINTER CREEK

Map 

Coordinates:
+43.44875, -90.89200
43°26'55" N, 90°53'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD TAINTER HOLLOW over TAINTER CREEK
Structure number:B62010700000000
Location:3.5M S JCT STH 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:75.1 ft. [22.9 m]
Total length:79.4 ft. [24.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:40°
Owner:Town or Township Highway Agency [03]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
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:50 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 desirable criteria [8]
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:57.5 tons [52.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2014100.0Not deficientGoodGoodGood50
May 2012100.0Not deficientSatisfactoryGoodGood50
May 2010100.0Not deficientSatisfactoryGoodGood50
May 2008100.0Not deficientGoodVery GoodVery Good50
May 2006100.0Not deficientVery GoodVery GoodVery Good50
May 2004100.0Not deficientVery GoodVery GoodVery Good50
April 2002100.0Not deficientVery GoodVery GoodVery Good50
April 2000100.0Not deficientVery GoodVery GoodVery Good50
May 1998100.0Not deficientVery GoodVery GoodVery Good50
July 1996100.0Not deficientExcellentExcellentExcellent50
May 1994100.0Not deficientExcellentExcellentExcellent50
November 1992100.0Not deficientExcellentExcellentVery Good50
December 1990100.0Not deficientVery GoodVery GoodVery Good50