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HESS LAKE DRIVE over WHEELER DRAIN

Map

Coordinates:
+43.37561, -85.76009
43°22'32" N, 85°45'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HESS LAKE DRIVE over WHEELER DRAIN
Structure number:000000000007767
Old structure number:62314H00026B010 (from 1992 edition)
Location:S SIDE HESS LAKE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.1 ft. [11.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2005]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:99.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Good7 out of 10100099.3
June 2016Good7 out of 10100099.3
May 2014Good7 out of 10100099.3
May 2012Good7 out of 10100099.3
May 2010Good7 out of 10100099.3
May 2008Good7 out of 10100099.3
April 2006Good9 out of 10100032.6
April 2004PoorN out of 1010002.0
May 2002PoorN out of 1010002.0
May 2001PoorN out of 1010002.0
April 2000PoorN out of 1080029.9
December 1998PoorN out of 1070031.9
September 1996PoorN out of 1070038.3
May 1996PoorN out of 107007.4
August 1994PoorN out of 107005.9
May 1992PoorN out of 107005.9
February 1990PoorN out of 1015022.2