Share:

LRD EDGERTON ROAD over SAUNDERS CREEK

Map

Coordinates:
+42.88086, -89.06772
42°52'51" N, 89°04'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD EDGERTON ROAD over SAUNDERS CREEK
Structure number:B13044100000000
Location:0.1M E JCT ALBION RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:43.3 ft. [13.2 m]
Roadway width between curbs:3.6 ft. [1.1 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:Town or Township Highway Agency [03]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2014]
Truck traffic:6% 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:Better than present minimum criteria [7]
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:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodVery Good45098.7
October 2015GoodGoodGoodVery Good45098.7
October 2013GoodGoodGoodVery Good45098.7
October 2011GoodGoodGoodVery Good45097.7
October 2009GoodGoodGoodVery Good55098.5
October 2007GoodGoodGoodVery Good55098.5
October 2005GoodGoodGoodVery Good50998.6
October 2003GoodGoodGoodVery Good50998.6
November 2001GoodVery GoodVery GoodVery Good-99.9
April 1999GoodVery GoodVery GoodVery Good-99.9
May 1998GoodVery GoodVery GoodVery Good-99.9
March 1997GoodVery GoodVery GoodVery Good-99.9
December 1996GoodVery GoodVery GoodVery Good-99.9