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KIRKWOOD AVE over HARDIN CREEK

Greene County, Iowa

Map

Coordinates:
+42.20648, -94.42664
42°12'23" N, 94°25'36" W

Facts

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

Name:	KIRKWOOD AVE over HARDIN CREEK
Structure number:	000000000163180
Location:	085310206
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1948
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	35 `[as of 2012]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	91.0
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
May 2018	Fair	Good	Satisfactory	Good	35	91.0
April 2016	Fair	Good	Satisfactory	Good	35	91.0
May 2014	Fair	Good	Satisfactory	Very Good	35	91.0
June 2012	Good	Good	Good	Very Good	35	91.0
April 2010	Poor	Good	Good	Critical	35	35.0
April 2008	Poor	Good	Good	Serious	35	35.0
June 2006	Poor	Good	Very Good	Serious	35	50.0
June 2004	Poor	Very Good	Very Good	Serious	35	50.0
January 2002	Poor	Very Good	Very Good	Serious	35	50.0
February 2000	Poor	Very Good	Very Good	Serious	35	50.0
February 1998	Poor	Very Good	Very Good	Serious	35	50.0
December 1996	Poor	Very Good	Very Good	Serious	35	50.0
May 1994	Poor	Very Good	Very Good	Serious	40	34.9
August 1991	Poor	Very Good	Very Good	Serious	40	41.0

© Copyright 2012-20, 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/1117042