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HAIST ROAD over PIGEON RIVER

Map

Coordinates:
+43.78733, -83.24448
43°47'14" N, 83°14'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAIST ROAD over PIGEON RIVER
Structure number:000000000003675
Old structure number:32328H00007B010 (from 1992 edition)
Location:SEC. 24-25 WINSOR TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:95.8 ft. [29.2 m]
Roadway width between curbs:29.2 ft. [8.9 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:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 2015100.0FairGoodGoodSatisfactory-150
September 2013100.0GoodGoodGoodGood-150
September 2011100.0GoodVery GoodGoodGood-150
September 2009100.0GoodVery GoodGoodGood-150
August 2007100.0GoodVery GoodGoodGood-150
August 2005100.0GoodVery GoodVery GoodGood-150
August 2003100.0GoodVery Good-Good-150
March 2003100.0GoodVery Good-Very Good-150
March 2001100.0GoodVery Good-Very Good-150
December 1999100.0GoodVery GoodVery GoodVery Good-150
September 1997100.0GoodVery GoodVery GoodVery Good-150
September 1995100.0GoodVery GoodVery GoodVery Good-150
July 1993100.0GoodVery GoodVery GoodVery Good-150
June 1991100.0GoodVery GoodVery GoodVery Good-150