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M-37 over CSX RR , PENOYER CREEK

Map

Coordinates:
+43.42631, -85.79701
43°25'35" N, 85°47'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-37 over CSX RR , PENOYER CREEK
Structure number:000000000007729
Old structure number:62162031000R020 (from 1992 edition)
Location:IN NEWAYGO
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:77.8 ft. [23.7 m]
Total length:289.1 ft. [88.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1984
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,835 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryVery GoodGood683598.4
June 2016FairSatisfactoryVery GoodGood683598.4
June 2014GoodGoodVery GoodGood683598.4
June 2012GoodGoodVery GoodGood683598.4
June 2010GoodVery GoodExcellentVery Good683598.4
June 2008GoodVery GoodExcellentExcellent683598.4
June 2007PoorPoorFairFair660084.2
June 2005FairSatisfactorySatisfactorySatisfactory1300097.0
July 2003FairSatisfactorySatisfactorySatisfactory1300097.0
August 2001FairSatisfactorySatisfactorySatisfactory1300097.0
August 1999FairSatisfactorySatisfactorySatisfactory1300097.0
June 1997FairGoodSatisfactorySatisfactory1300095.0
August 1995FairSatisfactoryGoodExcellent1060095.6
August 1993FairSatisfactoryVery GoodGood1060095.6
May 1991GoodVery GoodVery GoodVery Good1060095.6