Share:

SHEPHERD ROAD over SPRING CREEK

Map

Coordinates:
+43.67826, -84.68781
43°40'42" N, 84°41'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHEPHERD ROAD over SPRING CREEK
Structure number:000000000004355
Old structure number:37306H00010B090 (from 1992 edition)
Location:SEC 20-21 DENVER TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2002]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryVery Good16096.9
June 2016FairGoodSatisfactoryVery Good16096.9
June 2014FairGoodSatisfactoryVery Good16096.9
June 2012FairGoodSatisfactoryVery Good16096.9
June 2010FairGoodSatisfactoryVery Good16096.9
June 2008FairGoodSatisfactoryVery Good16096.9
July 2006FairGoodSatisfactoryVery Good16096.9
June 2004FairGoodFairVery Good16085.9
August 2002GoodGoodGoodVery Good16096.9
July 2000GoodGoodGoodVery Good15296.9
July 1998GoodGoodGoodVery Good15296.9
July 1996GoodGoodGoodVery Good12092.2
July 1994GoodGoodGoodVery Good12095.3
June 1992GoodGoodGoodVery Good12095.3
March 1990GoodGoodVery GoodVery Good12095.3