COUNTY ROAD 5N over RIO GRANDE CANAL

Map

Coordinates:
+37.64732, -106.15594
37°38'50" N, 106°09'21" W

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

Name:	COUNTY ROAD 5N over RIO GRANDE CANAL
Structure number:	RGDN05-00.30W
Location:	4.7 MI N OF MONTE VISTA
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	34.8 ft. `[10.6 m]`
Roadway width between curbs:	41.3 ft. `[12.6 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Skew angle:	70°
Owner:	County Highway Agency `[02]`
Year built:	1940
Year reconstructed:	1974
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	305 `[as of 2017]`
Truck traffic:	2% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	73.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Fair	Fair	Fair	305	73.2
December 2016	Fair	Satisfactory	Fair	Fair	369	74.2
December 2014	Fair	Satisfactory	Satisfactory	Fair	369	74.2
December 2012	Fair	Satisfactory	Satisfactory	Fair	400	74.2
December 2010	Fair	Satisfactory	Satisfactory	Fair	400	74.2
December 2008	Fair	Satisfactory	Satisfactory	Fair	374	74.2
December 2006	Fair	Satisfactory	Good	Fair	374	74.2
October 2004	Fair	Satisfactory	Good	Fair	374	74.2
February 2003	Fair	Satisfactory	Good	Fair	374	73.2
March 2000	Fair	Satisfactory	Good	Fair	361	72.9
March 1999	Fair	Good	Good	Fair	361	72.9
March 1998	Fair	Good	Good	Fair	361	72.9
April 1996	Fair	Good	Good	Fair	515	72.9
March 1994	Fair	Good	Good	Fair	515	78.4
March 1992	Fair	Good	Good	Fair	515	78.4
September 1990	Fair	Good	Good	Fair	295	78.4

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.	312	0	312	0	0
Steel Protective Coating	sq. ft.	312	0	312	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	243	0	0	243	0
Steel Pier Cap	linear ft.	243	0	243	0	0
Steel Protective Coating	sq. ft.	243	0	243	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	497	0	422	75	0
Wearing Surfaces	sq. ft.	497	398	52	47	0
Steel Protective Coating	sq. ft.	497	0	497	0	0
Bearings
Fixed Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	18	18	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	69	69	0	0	0
Steel Protective Coating	sq. ft.	69	69	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	943	834	85	24	0
Wearing Surfaces	sq. ft.	943	643	300	0	0