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PAKES ROAD over FISH CREEK

Map

Coordinates:
+43.27892, -84.97400
43°16'44" N, 84°58'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAKES ROAD over FISH CREEK
Structure number:000000000007502
Old structure number:59309H00014B010 (from 1992 edition)
Location:100' E OF TOW ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 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:1995
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:85 [as of 2003]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:92.8 tons [84.4 metric tons]
Inventory rating:55.7 tons [50.6 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 2015100.0GoodVery GoodVery GoodVery Good-85
April 2013100.0GoodVery GoodVery GoodVery Good-85
April 2011100.0GoodVery GoodVery GoodVery Good-85
April 2009100.0GoodVery GoodExcellentVery Good-85
April 2007100.0GoodVery GoodVery GoodVery Good-85
April 2005100.0GoodGoodVery GoodVery Good-85
February 2003100.0GoodVery GoodVery GoodVery Good-85
February 2001100.0GoodVery GoodVery GoodVery Good-85
November 1998100.0GoodVery GoodVery GoodVery Good-85
January 1997100.0GoodExcellentExcellentExcellent-80
December 199440.9GoodVery GoodVery GoodVery Good-80
December 199219.5Poor--CriticalSD-
December 199019.5Poor--CriticalSD-