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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:43 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201698.0GoodGoodGoodVery Good-43
May 201498.0GoodGoodVery GoodVery Good-40
May 201298.0GoodGoodVery GoodVery Good-40
May 201098.0GoodGoodVery GoodVery Good-40
May 2008100.0GoodVery GoodVery GoodVery Good-40
May 2006100.0GoodExcellentExcellentExcellent-40
May 2004100.0GoodExcellentExcellentExcellent-40
April 2002100.0GoodExcellentExcellentExcellent-40
November 2000100.0GoodExcellentExcellentExcellent-40