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USH 14-USH 61-STH over BR COON CREEK

Map 

Coordinates:
+43.70104, -91.03900
43°42'04" N, 91°02'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 14-USH 61-STH over BR COON CREEK
Structure number:B62010600000000
Location:0.1M E JCT STH 162 TO S
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:25.6 ft. [7.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1990
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2012]
Truck traffic:9% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201495.6Not deficient---5000
May 201293.6Not deficient---5000
May 201084.5Not deficient---5700
August 200884.5Not deficient---5700
September 200784.5Not deficient---5700
September 200584.5Not deficient---5770
September 200384.5Not deficient---5770
September 200184.5Not deficient---5800
April 200084.5Not deficient---5800
May 199884.5Not deficientVery Good--5800
October 199784.5Not deficientVery Good--5400
November 199684.5Not deficientVery Good--5400
May 199584.5Not deficient---5400
February 199484.5Not deficient---4700
July 199284.5Not deficient---4700
April 199184.5Not deficient---4700