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COUNTY ROAD P over ADOBE CREEK

Kiowa County, Colorado

Map

Coordinates:
+38.45067, -103.34998
38°27'02" N, 103°20'60" W

Facts

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

Name:	COUNTY ROAD P over ADOBE CREEK
Structure number:	KWP-2.3-8A
Location:	10.2 MI W OF SH 96
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	52.8 ft. `[16.1 m]`
Total length:	111.9 ft. `[34.1 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1992
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans 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: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	17 `[as of 2013]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	87.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Satisfactory	Good	Fair	17	87.0
January 2015	Fair	Satisfactory	Good	Fair	17	87.0
January 2013	Fair	Satisfactory	Good	Fair	14	88.0
January 2011	Fair	Satisfactory	Good	Fair	14	89.0
January 2009	Fair	Satisfactory	Good	Fair	30	89.0
December 2006	Fair	Good	Good	Fair	30	89.0
October 2004	Fair	Good	Good	Fair	30	89.0
February 2003	Fair	Good	Good	Fair	30	89.0
November 2001	Good	Good	Very Good	Very Good	30	100.0
February 2000	Good	Good	Good	Good	30	100.0
February 1999	Good	Good	Very Good	Very Good	30	100.0
February 1998	Good	Good	Very Good	Very Good	30	100.0
March 1996	Good	Good	Very Good	Very Good	27	100.0
March 1994	Good	Good	Excellent	Very Good	27	100.0
May 1992	Good	Very Good	Excellent	Excellent	27	100.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	560	530	30	0	0
Steel Protective Coating	sq. ft.	560	530	30	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,864	3,336	528	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	35	34	1	0	0
Reinforced Concrete Abutment	linear ft.	69	67	2	0	0
Bearings
Elastomeric Bearing	each	5	5	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	224	224	0	0	0
Steel Protective Coating	sq. ft.	224	224	0	0	0

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