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COUNTY ROAD 26 over FORT LYON STORAGE CANAL

Otero County, Colorado

Map

Coordinates:
+38.08039, -103.60631
38°04'49" N, 103°36'23" W

Facts

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

Name:	COUNTY ROAD 26 over FORT LYON STORAGE CANAL
Structure number:	OT26-25-30-149A
Location:	.1 MI N OF SH 266
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	81.7 ft. `[24.9 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1958
Year reconstructed:	1990
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2 `[as of 2013]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	59.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$52,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Fair	2	59.3
November 2015	Fair	Satisfactory	Satisfactory	Fair	2	59.3
November 2013	Fair	Satisfactory	Satisfactory	Fair	2	59.3
November 2011	Fair	Satisfactory	Satisfactory	Fair	4	59.2
November 2009	Fair	Good	Satisfactory	Satisfactory	10	70.2
October 2007	Fair	Good	Satisfactory	Good	10	70.2
January 2006	Fair	Good	Satisfactory	Good	10	70.2
January 2004	Fair	Good	Satisfactory	Good	10	70.2
March 2001	Fair	Good	Satisfactory	Good	10	69.6
February 1999	Fair	Good	Satisfactory	Good	10	69.6
February 1997	Poor	Good	Satisfactory	Poor	10	26.9
December 1995	Fair	Good	Satisfactory	Satisfactory	10	69.6
March 1993	Fair	Good	Satisfactory	Good	10	78.4
November 1991	Fair	Good	Satisfactory	Good	10	76.4

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.	607	0	0	607	0
Substructure
Steel Column	each	18	0	0	18	0
Timber Abutment	linear ft.	32	32	0	0	0
Steel Pier Cap	linear ft.	64	0	64	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,309	1,309	0	0	0
Wearing Surfaces	sq. ft.	1,309	0	1,309	0	0
Steel Protective Coating	sq. ft.	1,309	1,309	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	164	0	161	3	0
Steel Protective Coating	sq. ft.	50	0	0	50	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/1071004