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BALSAM DR over RUSH CREEK

Map

Coordinates:
+42.88088, -85.85509
42°52'51" N, 85°51'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BALSAM DR over RUSH CREEK
Structure number:000000000008949
Old structure number:704330200014B01 (from 1992 edition)
Location:HUDSONVILLE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:55.8 ft. [17.0 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,262 [as of 2004]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodVery Good1126292.4
September 2014GoodGoodGoodVery Good1126292.4
October 2012GoodGoodGoodVery Good1126292.4
October 2010GoodVery GoodGoodVery Good1126292.4
October 2008GoodVery GoodGoodVery Good1126292.4
November 2006GoodVery GoodGoodVery Good1126292.4
July 2004GoodVery GoodVery GoodVery Good1126292.4
July 2002GoodVery GoodVery GoodVery Good560493.3
July 2000GoodVery GoodVery GoodVery Good560493.3
July 1998GoodVery GoodVery GoodVery Good560493.3
July 1996GoodVery GoodVery GoodVery Good850092.8
June 1994GoodExcellentExcellentExcellent850092.3
May 1992GoodExcellentExcellentExcellent850092.3
March 1990FairVery GoodGoodSatisfactory850095.7