Share:

COUNTY ROAD 3E over RIO GRANDE RIVER

Rio Grande County, Colorado

Map

Coordinates:
+37.58268, -106.09410
37°34'58" N, 106°05'39" W

Facts

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

Name:	COUNTY ROAD 3E over RIO GRANDE RIVER
Structure number:	RGDE03-00.60N
Location:	1.5 MI N OF CR 1S
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	49.5 ft. `[15.1 m]`
Total length:	150.3 ft. `[45.8 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.5 ft. `[9.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1970
Year reconstructed:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,478 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	85.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Good	Good	Satisfactory	1478	85.1
December 2016	Fair	Good	Good	Satisfactory	1317	85.2
December 2014	Fair	Good	Good	Satisfactory	1317	85.2
December 2012	Good	Good	Very Good	Good	1810	84.8
December 2010	Good	Good	Very Good	Good	1810	84.8
December 2008	Good	Good	Very Good	Good	1602	85.0
December 2006	Good	Very Good	Very Good	Good	1602	85.0
October 2004	Good	Very Good	Very Good	Good	1602	86.0
February 2003	Good	Very Good	Very Good	Good	1602	85.5
March 2000	Good	Very Good	Very Good	Good	1175	85.5
June 1999	Good	Excellent	Very Good	Good	1175	85.5
June 1998	Good	Excellent	Very Good	Good	1175	85.5
December 1996	Good	Excellent	Very Good	Good	1711	85.1
March 1994	Poor	Poor	Good	Satisfactory	1711	60.9
March 1992	Poor	Poor	Good	Satisfactory	1711	60.9
November 1990	Poor	Poor	Good	Satisfactory	1095	61.6

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.	1,804	1,004	800	0	0
Steel Protective Coating	sq. ft.	1,804	1,004	800	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,885	4,855	30	0	0
Wearing Surfaces	sq. ft.	4,310	4,310	0	0	0
Substructure
Steel Column	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	12	0	12	0	0
Other Material Pier Wall	linear ft.	65	0	65	0	0
Reinforced Concrete Abutment	linear ft.	65	14	51	0	0
Steel Pier Cap	linear ft.	65	55	10	0	0
Steel Protective Coating	sq. ft.	65	55	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	301	301	0	0	0
Steel Protective Coating	sq. ft.	301	301	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/1071500