Share:

LRD TAINTER HOLLOW over BR TAINTER CREEK

Map

Coordinates:
+43.45055, -90.89168
43°27'02" N, 90°53'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LRD TAINTER HOLLOW over BR TAINTER CREEK
Structure number:P62033300000000
Location:3.3M S JCT STH 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.2 ft. [8.9 m]
Total length:30.5 ft. [9.3 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:25°
Owner:Town or Township Highway Agency [03]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:47 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:32.3 tons [29.4 metric tons]
Inventory rating:19.6 tons [17.8 metric tons]
Sufficiency rating:66.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$159,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201666.8FairSatisfactorySatisfactorySatisfactoryFO47
May 201563.8FairSatisfactorySatisfactorySatisfactoryFO47
May 201463.8FairSatisfactorySatisfactorySatisfactoryFO40
May 201283.0FairSatisfactorySatisfactorySatisfactoryFO40
May 201083.0FairSatisfactorySatisfactorySatisfactoryFO40
May 200883.0FairSatisfactoryGoodGoodFO40
May 200683.0FairSatisfactoryGoodGoodFO40
May 200483.0FairSatisfactoryGoodGoodFO40
April 200272.0FairSatisfactoryFairSatisfactoryFO40
April 200076.0FairSatisfactoryFairSatisfactory-40
May 199872.0FairSatisfactoryFairSatisfactoryFO40
July 199687.0FairSatisfactorySatisfactoryGood-40
May 199486.9FairSatisfactoryVery GoodSatisfactory-40
November 199285.9FairFairVery GoodSatisfactory-40
December 199085.9FairFairVery GoodSatisfactory-40