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USH 14 over BR DAY CREEK

Map 

Coordinates:
+43.44642, -90.70389
43°26'47" N, 90°42'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 14 over BR DAY CREEK
Structure number:B62000400000000
Location:3.0M E JCT STH 131 TO N
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.5 ft. [9.9 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2012]
Truck traffic:13% 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:44.9 tons [40.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201477.5Not deficient---2100
June 201276.8Not deficient---2000
July 201074.8Not deficient---2000
July 200874.8Not deficient---2000
September 200774.8Not deficient---2000
September 200583.5Not deficient---1850
September 200383.5Not deficient---1850
September 200182.6Not deficient---2100
April 200082.6Not deficient---2100
June 199880.6Not deficientVery Good--2100
August 199780.5Not deficientVery Good--2125
November 199680.5Not deficientVery Good--2125
June 199580.6Not deficient---2125
March 199483.1Not deficient---1320
January 199383.1Not deficient---1320
April 199183.1Not deficient---1320