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SCHMALLERS ROAD over HUNT CREEK

Map

Coordinates:
+44.94277, -84.06767
44°56'34" N, 84°04'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCHMALLERS ROAD over HUNT CREEK
Structure number:000000000012720
Old structure number:60302H00023B010 (from 1992 edition)
Location:SECTION 34 AVERY TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.6 ft. [2.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Skew angle:39°
Owner:County Highway Agency [02]
Year built:1958
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2005]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$457,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 102076.8
November 2015Fair6 out of 102076.8
November 2013Fair5 out of 102065.7
November 2011Fair5 out of 102065.7
November 2009Fair5 out of 102065.7
November 2007Fair5 out of 102065.7
September 2005Fair5 out of 102073.3
April 2003Fair5 out of 102061.7
April 2001Fair5 out of 102061.7
December 1998Fair5 out of 102061.7
December 1996Fair5 out of 102064.7