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ARENAC STATE ROAD over PINE RIVER

Map

Coordinates:
+43.98522, -83.88764
43°59'07" N, 83°53'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARENAC STATE ROAD over PINE RIVER
Structure number:000000000000444
Old structure number:06200042000B010 (from 1992 edition)
Location:3 MILES EAST OF STANDISH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:100.4 ft. [30.6 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:96.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodVery GoodGood120096.2
August 2016GoodVery GoodVery GoodGood120096.2
August 2014GoodExcellentVery GoodGood120090.2
August 2012FairFairSatisfactoryGood120088.2
August 2010FairFairSatisfactoryGood182474.4
August 2008FairFairSatisfactoryGood182474.4
May 2006FairFairSatisfactoryGood182474.4
November 2004FairSatisfactorySatisfactoryGood182475.4
November 2002FairSatisfactoryGoodGood182476.4
December 2000FairSatisfactoryGoodGood182476.4
June 1998FairSatisfactoryGoodGood182476.4
August 1996PoorPoorSatisfactorySatisfactory43074.9
March 1994PoorPoorSatisfactorySatisfactory43078.2
April 1992PoorPoorSatisfactorySatisfactory43078.2
January 1990PoorPoorSatisfactorySatisfactory43078.2