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STECKERT BRIDGE RD over SOUTH BRANCH AU SABLE

Map

Coordinates:
+44.53226, -84.58929
44°31'56" N, 84°35'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STECKERT BRIDGE RD over SOUTH BRANCH AU SABLE
Structure number:000000000002078
Old structure number:20306A00012B010 (from 1992 edition)
Location:10 MI SE OF GRAYLING
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.8 ft. [9.7 m]
Total length:55.8 ft. [17.0 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1979
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:150 [as of 1981]
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:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:95.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$22,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodGoodSatisfactory15095.8
November 2016FairGoodGoodSatisfactory15095.8
November 2014GoodGoodGoodGood15095.8
November 2012GoodGoodGoodGood15095.8
November 2010GoodGoodGoodGood15095.8
November 2008GoodGoodGoodGood15095.8
August 2006GoodGoodGoodGood15095.8
January 2004GoodGoodGoodGood15095.8
January 2002GoodGoodGoodGood15095.8
February 2000GoodGoodGoodVery Good15099.9
October 1997GoodGoodGoodGood15099.9
April 1995GoodGoodGoodVery Good15085.4
April 1993GoodVery GoodVery GoodVery Good15085.4
November 1989GoodVery GoodVery GoodVery Good15085.4