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COUNTY ROAD 11S over MONTE VISTA CANAL

Rio Grande County, Colorado

Map

Coordinates:
+37.41556, -106.10098
37°24'56" N, 106°06'04" W

Facts

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

Name:	COUNTY ROAD 11S over MONTE VISTA CANAL
Structure number:	RGDS11-02.70E
Location:	0.2 MI W OF CR 3
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	14.8 ft. `[4.5 m]`
Total length:	50.5 ft. `[15.4 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	24.6 ft. `[7.5 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1935
Year reconstructed:	1982
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans 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:	60 `[as of 2017]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 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:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	84.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Good	Satisfactory	60	84.6
December 2016	Fair	Satisfactory	Good	Satisfactory	85	84.6
November 2014	Fair	Satisfactory	Good	Satisfactory	85	84.6
December 2012	Fair	Satisfactory	Good	Satisfactory	52	84.6
December 2010	Fair	Satisfactory	Good	Satisfactory	52	79.6
December 2008	Fair	Satisfactory	Good	Satisfactory	40	79.6
December 2006	Fair	Satisfactory	Good	Good	40	79.6
October 2004	Fair	Satisfactory	Good	Good	40	79.6
February 2003	Fair	Satisfactory	Good	Good	40	79.3
March 2000	Fair	Satisfactory	Good	Good	40	79.0
March 1999	Fair	Satisfactory	Good	Good	40	79.0
March 1998	Fair	Satisfactory	Good	Good	40	79.0
April 1996	Fair	Satisfactory	Good	Good	14	79.0
March 1994	Fair	Satisfactory	Good	Good	14	85.7
March 1992	Fair	Satisfactory	Good	Good	14	85.7
September 1990	Fair	Satisfactory	Good	Good	75	85.7

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.	556	500	56	0	0
Steel Protective Coating	sq. ft.	556	0	556	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	57	0	57	0	0
Reinforced Concrete Abutment	linear ft.	57	0	53	4	0
Steel Pier Cap	linear ft.	114	57	57	0	0
Steel Protective Coating	sq. ft.	114	0	114	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,237	0	1,237	0	0
Wearing Surfaces	sq. ft.	1,237	1,167	70	0	0
Steel Protective Coating	sq. ft.	1,237	0	0	1,237	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	101	83	18	0	0
Steel Protective Coating	sq. ft.	101	83	18	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/1071523