Share:

MAPLE RIDGE ROAD over RIFLE RIVER

Map

Coordinates:
+44.14158, -84.04371
44°08'30" N, 84°02'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAPLE RIDGE ROAD over RIFLE RIVER
Structure number:000000000000438
Old structure number:06200025000B010 (from 1992 edition)
Location:3 MILES EAST OF ALGER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:89.9 ft. [27.4 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1963
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:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:54.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$527,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorGoodPoorFair210054.4
August 2017FairGoodFairFair210071.7
August 2016PoorGoodPoorFair104058.2
August 2014FairGoodFairSatisfactory104071.9
August 2012FairGoodFairSatisfactory104071.9
August 2010FairGoodFairSatisfactory104071.9
October 2008FairGoodFairSatisfactory104071.9
October 2006FairGoodFairSatisfactory104072.0
November 2004GoodVery GoodGoodGood104083.2
November 2002PoorPoorGoodSatisfactory104080.1
December 2000PoorPoorGoodGood104080.1
June 1998PoorPoorGoodVery Good104080.1
August 1996FairGoodSatisfactoryGood30092.8
March 1994FairGoodSatisfactoryGood30095.0
April 1992FairGoodSatisfactoryGood30095.0
January 1990FairGoodSatisfactoryGood30095.0