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CAMPBELL ROAD over PIGEON RIVER

Map

Coordinates:
+43.85862, -83.28262
43°51'31" N, 83°16'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMPBELL ROAD over PIGEON RIVER
Structure number:000000000003622
Old structure number:32315H00005B010 (from 1992 edition)
Location:SEC. 27-34 MCKINLEY TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.7 ft. [6.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1987
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2009]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:105.3 tons [95.7 metric tons]
Inventory rating:63.0 tons [57.3 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 2015100.0GoodGoodGoodGood-80
September 2013100.0GoodGoodGoodGood-80
September 2011100.0GoodGoodGoodVery Good-80
September 2009100.0GoodGoodGoodVery Good-80
August 2007100.0GoodGoodGoodVery Good-70
August 2005100.0GoodGoodGoodVery Good-70
July 2003100.0GoodGood-Very Good-67
February 200399.9GoodVery Good-Very Good-100
March 200199.9GoodVery Good-Very Good-100
December 199999.9GoodVery GoodVery GoodVery Good-100
September 199799.9GoodVery GoodVery GoodVery Good-100
September 199599.9GoodVery GoodVery GoodVery Good-100
July 199399.9GoodExcellentExcellentExcellent-100
June 199199.9GoodExcellentExcellentExcellent-100