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S. APPLE RIVER ROA over APPLE RIVER

Jo Daviess County, Illinois

Map

Coordinates:
+42.36430, -90.15932
42°21'51" N, 90°09'34" W

View more info at Bridgehunter.com

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	S. APPLE RIVER ROA over APPLE RIVER
Structure number:	043311700000000
Old structure number:	000043311710142 `(from 1992 edition)`
Location:	1.5 MI NO. WOODBINE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	110.9 ft. `[33.8 m]`
Total length:	143.1 ft. `[43.6 m]`
Roadway width between curbs:	12.1 ft. `[3.7 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1890
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	50 `[as of 2016]`
Truck traffic:	12% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	18.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$264,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Poor	Poor	Poor	Poor	50	18.6
January 2017	Poor	Poor	Poor	Poor	50	18.6
January 2015	Poor	Poor	Poor	Poor	75	18.4
February 2013	Poor	Poor	Poor	Poor	75	18.4
March 2011	Poor	Poor	Poor	Poor	75	18.4
March 2009	Poor	Poor	Poor	Poor	75	18.4
April 2008	Poor	Poor	Poor	Poor	75	18.4
May 2006	Poor	Poor	Serious	Poor	75	18.4
November 2005	Poor	Fair	Serious	Poor	75	20.6
February 2004	Poor	Fair	Serious	Poor	79	20.6
November 2001	Poor	Satisfactory	Serious	Poor	79	21.6
March 1999	Poor	Satisfactory	Serious	Poor	80	21.6
April 1997	Poor	Satisfactory	Serious	Poor	80	21.6
May 1994	Poor	Satisfactory	Serious	Poor	79	21.6
September 1991	Poor	Critical	Critical	Serious	79	15.7

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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