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FM over COOPER CREEK

Appanoose County, Iowa

Map

Coordinates:
+40.69103, -93.07779
40°41'28" N, 93°04'40" W

Facts

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

Name:	FM over COOPER CREEK
Structure number:	000000000064850
Location:	068191702
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.7 ft. `[6.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1941
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	30 `[as of 2014]`
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	31.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Poor	Poor	Fair	Serious	30	31.9
October 2016	Poor	Fair	Fair	Poor	30	49.8
October 2014	Poor	Fair	Fair	Poor	30	49.8
September 2012	Poor	Fair	Fair	Poor	50	42.5
October 2010	Poor	Fair	Fair	Poor	50	50.0
October 2008	Poor	Fair	Satisfactory	Poor	50	50.0
January 2007	Poor	Fair	Satisfactory	Poor	50	47.3
September 2004	Poor	Fair	Satisfactory	Poor	80	49.9
March 2003	Poor	Satisfactory	Satisfactory	Poor	80	47.9
April 2001	Fair	Satisfactory	Satisfactory	Fair	70	64.0
March 1999	Fair	Satisfactory	Satisfactory	Fair	70	64.0
May 1997	Good	Good	Good	Good	80	74.0
December 1994	Good	Very Good	Very Good	Very Good	80	87.9
January 1993	Good	Very Good	Very Good	Very Good	70	87.9
March 1991	Good	Very Good	Very Good	Very Good	70	87.9

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1110932