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MCCELLAND AVE over CROCKERY CREEK

Map

Coordinates:
+43.29485, -85.85011
43°17'41" N, 85°51'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCCELLAND AVE over CROCKERY CREEK
Structure number:000000000013224
Old structure number:62310H00025B010 (from 1992 edition)
Location:0.25 MI N OF MOORE ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.6 ft. [2.0 m]
Total length:22.6 ft. [6.9 m]
Owner:County Highway Agency [02]
Year built:1975
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2000]
Truck traffic:10% 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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:97.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 1060097.9
June 2016Fair6 out of 1060097.9
June 2014Fair6 out of 1060097.9
June 2012Good7 out of 1060097.9
May 2010Good7 out of 1060097.9
May 2008Good7 out of 1060094.9
April 2006Good7 out of 1060095.0
April 2004Good7 out of 1060095.0