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KICKLAND ROAD over BLACK CREEK

Map

Coordinates:
+43.22534, -85.30384
43°13'31" N, 85°18'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KICKLAND ROAD over BLACK CREEK
Structure number:000000000007514
Old structure number:59314H00011B010 (from 1992 edition)
Location:1.25 MI N OF WISE ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:76.8 ft. [23.4 m]
Total length:76.8 ft. [23.4 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:267 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:71.5 tons [65.0 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201599.9GoodGoodGoodVery Good-267
April 201399.8GoodGoodGoodVery Good-267
April 201199.8GoodGoodGoodVery Good-267
April 200999.8GoodGoodGoodVery Good-267
April 200799.8GoodVery GoodVery GoodVery Good-267
April 200599.8GoodVery GoodVery GoodVery Good-267
March 200399.8GoodVery GoodVery GoodVery Good-267
February 200199.8GoodVery GoodVery GoodVery Good-252
November 199899.8GoodVery GoodVery GoodVery Good-252
January 199799.9GoodVery GoodVery GoodExcellent-220
December 199499.9GoodExcellentVery GoodExcellent-220
December 199299.9GoodExcellentVery GoodExcellent-220
December 199099.9GoodExcellentVery GoodExcellent-220