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DEXTER STREET over ELK RIVER

Map

Coordinates:
+44.90075, -85.41211
44°54'03" N, 85°24'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DEXTER STREET over ELK RIVER
Structure number:000000000000375
Old structure number:054211400011B01 (from 1992 edition)
Location:IN VILLAGE OF ELK RAPIDS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.8 ft. [10.9 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:704 [as of 1994]
Truck traffic:20% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorSatisfactoryGood70482.7
June 2016GoodGoodGoodGood70485.7
April 2014GoodGoodGoodGood70487.7
March 2012GoodGoodGoodGood70487.7
September 2009GoodGoodGoodGood70487.7
March 2007GoodVery GoodVery GoodVery Good70487.7
December 2004GoodVery GoodVery GoodVery Good70487.7
December 2002GoodVery GoodVery GoodVery Good70487.7
October 1999GoodVery GoodVery GoodVery Good70487.7
November 1997GoodVery GoodVery GoodVery Good70487.7
December 1994GoodVery GoodVery GoodVery Good70487.4
October 1992GoodVery GoodVery GoodVery Good68087.4
August 1990GoodVery GoodVery GoodVery Good50088.4