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HARMONY RD. over SKULL CREEK

Payne County, Oklahoma

Map

Coordinates:
+36.02983, -96.73206
36°01'47" N, 96°43'55" W

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Facts

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

Name:	HARMONY RD. over SKULL CREEK
Structure number:	010160000000000
Location:	HARMONY RD68TH ST .9S
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	25.3 ft. `[7.7 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Year reconstructed:	2011
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$393,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	100	96.0
November 2015	Good	Good	Good	Good	100	96.0
October 2013	Good	Good	Good	Good	100	40.0
November 2011	Good	Good	Good	Good	100	96.0
January 2011	Good	Good	Good	Good	100	23.4
February 2009	Poor	Poor	Serious	Poor	100	20.3
October 2007	Poor	Poor	Serious	Fair	100	20.3
July 2005	Poor	Poor	Serious	Fair	100	20.3
May 2004	Poor	Poor	Serious	Satisfactory	100	21.3
February 2003	Poor	Satisfactory	Serious	Satisfactory	100	24.4
March 2002	Poor	Poor	Serious	Satisfactory	100	21.3
January 2001	Poor	Poor	Poor	Satisfactory	100	21.3
December 1999	Poor	Poor	Poor	Good	75	23.4
January 1999	Poor	Poor	Poor	Good	100	23.4
March 1996	Poor	Fair	Poor	Good	100	25.4
February 1994	Fair	Fair	Satisfactory	Satisfactory	100	46.7
January 1993	Fair	Fair	Satisfactory	Satisfactory	100	46.7
January 1992	Poor	Poor	Satisfactory	Satisfactory	100	44.7

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