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MONROE ROAD over LOOKING GLASS RIVER

Map

Coordinates:
+42.84935, -84.82805
42°50'58" N, 84°49'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MONROE ROAD over LOOKING GLASS RIVER
Structure number:000000000001976
Old structure number:19307H00007B010 (from 1992 edition)
Location:0.3 MI N OF HOWE RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:108.3 ft. [33.0 m]
Total length:157.5 ft. [48.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2001
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2002]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good20099.9
October 2015GoodVery GoodVery GoodVery Good20099.9
April 2014GoodVery GoodVery GoodVery Good20099.9
April 2012GoodVery GoodVery GoodVery Good20099.9
April 2010GoodVery GoodVery GoodVery Good20099.9
April 2008GoodExcellentExcellentExcellent20099.9
April 2006GoodExcellentExcellentExcellent20099.9
April 2004GoodExcellentExcellentExcellent20094.9
November 2002GoodExcellentExcellentExcellent20094.9
December 2000Poor-Imminent FailureCritical20031.6
February 1999Poor-Imminent FailureCritical20013.8
December 1996Fair--Fair20013.8
May 1995----20013.8
May 1993----20013.8
March 1991----20013.8