Share:

SH 15 ML over MONTE VISTA CANAL

Rio Grande County, Colorado

Map

Coordinates:
+37.44537, -106.14822
37°26'43" N, 106°08'54" W

Facts

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

Name:	SH 15 ML over MONTE VISTA CANAL
Structure number:	O-12-B
Location:	9.3 MI SO OF JCT US 160 +
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	26.6 ft. `[8.1 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	25.6 ft. `[7.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	410 `[as of 2011]`
Truck traffic:	15% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	77.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Fair	Fair	Satisfactory	410	77.4
March 2015	Fair	Fair	Fair	Satisfactory	410	77.4
March 2013	Fair	Fair	Fair	Satisfactory	410	77.4
March 2011	Fair	Fair	Fair	Satisfactory	380	79.4
January 2009	Fair	Fair	Satisfactory	Satisfactory	380	88.9
March 2007	Fair	Fair	Satisfactory	Satisfactory	500	87.8
March 2005	Fair	Fair	Satisfactory	Satisfactory	376	85.9
February 2003	Fair	Fair	Satisfactory	Satisfactory	376	85.9
February 2001	Fair	Fair	Satisfactory	Satisfactory	367	85.9
March 1999	Fair	Fair	Satisfactory	Satisfactory	367	85.9
January 1997	Fair	Fair	Satisfactory	Satisfactory	320	85.9
February 1995	Fair	Fair	Satisfactory	Satisfactory	320	85.1
January 1993	Fair	Fair	Satisfactory	Satisfactory	370	85.1
August 1991	Fair	Fair	Satisfactory	Satisfactory	910	78.8

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
Reinforced Concrete Girder/Beam	linear ft.	100	46	54	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	680	580	94	6	0
Wearing Surfaces	sq. ft.	680	544	136	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	48	0	48	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	54	54	0	0	0
Steel Protective Coating	sq. ft.	54	54	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/1070855