Share:

COUNTY ROAD 1S over MONTE VISTA CANAL

Rio Grande County, Colorado

Map

Coordinates:
+37.56040, -106.19717
37°33'37" N, 106°11'50" W

Facts

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

Name:	COUNTY ROAD 1S over MONTE VISTA CANAL
Structure number:	RGDS01-02.50W
Location:	Just E of CR 28
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	37.4 ft. `[11.4 m]`
Total length:	40.4 ft. `[12.3 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	21 `[as of 2017]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	77.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Satisfactory	Satisfactory	21	77.1
December 2016	Fair	Satisfactory	Good	Satisfactory	36	80.1
December 2014	Fair	Good	Good	Satisfactory	36	80.1
December 2012	Fair	Good	Good	Satisfactory	64	80.1
December 2010	Good	Good	Good	Good	64	79.1
December 2008	Good	Good	Good	Good	103	79.1
December 2006	Good	Good	Good	Good	103	79.1
October 2004	Good	Good	Good	Good	103	79.1
February 2003	Good	Good	Good	Good	103	78.0
March 2000	Good	Good	Good	Good	53	77.8
March 1999	Good	Good	Good	Good	53	77.8
March 1998	Good	Good	Good	Good	53	77.8
April 1996	Good	Good	Good	Good	62	77.8
March 1994	Good	Good	Good	Good	62	83.4
March 1992	Good	Good	Good	Good	62	83.4
September 1990	Good	Good	Good	Good	40	83.4

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.	564	0	564	0	0
Steel Protective Coating	sq. ft.	564	0	564	0	0
Substructure
Steel Column	each	14	0	0	14	0
Steel Abutment	linear ft.	66	0	0	66	0
Steel Protective Coating	sq. ft.	66	0	0	66	0
Steel Pier Cap	linear ft.	66	0	66	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,290	1,290	0	0	0
Wearing Surfaces	sq. ft.	1,290	30	0	1,260	0
Steel Protective Coating	sq. ft.	1,290	1,290	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	80	66	14	0	0
Steel Protective Coating	sq. ft.	81	67	0	0	14

© 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/1071517