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ELM STREET over BATTLE CREEK RIVER

Map

Coordinates:
+42.31847, -85.17238
42°19'06" N, 85°10'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELM STREET over BATTLE CREEK RIVER
Structure number:000000000001407
Old structure number:134050600061B03 (from 1992 edition)
Location:IN BATTLE CREEK (ELM ST)
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:76.8 ft. [23.4 m]
Total length:177.8 ft. [54.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 1997]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:81.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodGoodVery Good1100081.1
September 2015GoodGoodGoodVery Good1100081.1
September 2013GoodGoodGoodVery Good1100081.1
September 2011GoodGoodGoodVery Good1100081.1
September 2009GoodGoodGoodVery Good1100081.1
October 2007GoodGoodGoodVery Good1100081.1
October 2005FairSatisfactoryGoodVery Good1100081.1
November 2003FairSatisfactoryGoodVery Good1100081.7
November 2001FairSatisfactoryGoodVery Good1100081.7
January 2001FairSatisfactoryFairVery Good1100070.5
July 1998FairSatisfactoryFairVery Good1100070.5
May 1996FairSatisfactoryFairVery Good643371.1
May 1994PoorSatisfactorySeriousVery Good643337.3
January 1992PoorSatisfactorySeriousVery Good643337.3