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LRD PINE AVE over PINE RIVER

Map 

Coordinates:
+43.56068, -90.65298
43°33'38" N, 90°39'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD PINE AVE over PINE RIVER
Structure number:B62018300000000
Location:2.6M S JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.5 ft. [10.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:2000
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:40 [as of 2012]
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201498.0Not deficientGoodVery GoodVery Good40
May 201298.0Not deficientGoodVery GoodVery Good40
May 201098.0Not deficientGoodVery GoodVery Good40
May 2008100.0Not deficientVery GoodVery GoodVery Good40
May 2006100.0Not deficientExcellentExcellentExcellent40
May 2004100.0Not deficientExcellentExcellentExcellent40
April 2002100.0Not deficientExcellentExcellentExcellent40
November 2000100.0Not deficientExcellentExcellentExcellent40