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County Road 13E over Love/Horse Shoe Canal

Larimer County, Colorado

Map

Coordinates:
+40.43378, -105.06797
40°26'02" N, 105°04'05" W

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Facts

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

Name:	County Road 13E over Love/Horse Shoe Canal
Structure number:	LR13E-0.3-24E
Location:	0.3 Mi N of Co Rd 24E
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	8.9 ft. `[2.7 m]`
Total length:	21.7 ft. `[6.6 m]`
Roadway width between curbs:	25.3 ft. `[7.7 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1937
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Number of main spans:	2
Main spans material:	Masonry `[8]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,271 `[as of 2012]`
Truck traffic:	4% of total traffic
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 replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	66.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$125,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
March 2017	Fair	5 out of 10	6271	66.1
March 2015	Fair	5 out of 10	6271	66.1
March 2013	Fair	5 out of 10	6271	66.1
August 2011	Fair	5 out of 10	6047	66.1
February 2009	Fair	5 out of 10	6047	66.1
June 2007	Fair	6 out of 10	7739	96.3
March 2005	Fair	6 out of 10	7739	77.1
March 2003	Fair	6 out of 10	7739	77.1
April 2002	Fair	6 out of 10	5586	77.7
August 2000	Fair	5 out of 10	5586	66.2
September 1999	Fair	6 out of 10	5586	77.3
September 1998	Fair	6 out of 10	5586	77.3
October 1996	Fair	6 out of 10	2693	80.2
April 1994	Fair	6 out of 10	2693	80.0
November 1992	Fair	6 out of 10	2693	79.6
April 1990	Good	7 out of 10	2316	75.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Masonry Culvert	linear ft.	54	0	1	53	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	44	44	0	0	0
Steel Protective Coating	sq. ft.	44	44	0	0	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/1070096