Share:

CTH T over SPRING VALLEY CREEK

Map 

Coordinates:
+43.46977, -90.79635
43°28'11" N, 90°47'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH T over SPRING VALLEY CREEK
Structure number:B62014900000000
Location:1.6M N JCT USH 14
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:32.5 ft. [9.9 m]
Skew angle:56°
Owner:County Highway Agency [02]
Year built:1992
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:200 [as of 2012]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201499.9Not deficient---200
September 201299.9Not deficient---200
September 201099.9Not deficient---200
September 200899.9Not deficient---200
September 200699.9Not deficient---200
September 200499.9Not deficient---200
September 200299.9Not deficientVery Good--200
September 200099.9Not deficientVery Good--200
December 199899.9Not deficientVery Good--200
October 199699.8Not deficientExcellent--310
September 199499.8Not deficient---310
December 199299.9Not deficient---125