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COUNTY ROAD 4E over FARMERS UNION LATERAL

Rio Grande County, Colorado

Map

Coordinates:
+37.71909, -106.07525
37°43'09" N, 106°04'31" W

Facts

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

Name:	COUNTY ROAD 4E over FARMERS UNION LATERAL
Structure number:	RGDE04-10.00NA
Location:	AT CR 4E AND 10N
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	22.3 ft. `[6.8 m]`
Total length:	25.3 ft. `[7.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1980
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:	62 `[as of 2017]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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:	92.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Satisfactory	Satisfactory	62	92.6
December 2016	Fair	Satisfactory	Satisfactory	Satisfactory	66	92.6
December 2014	Fair	Satisfactory	Satisfactory	Satisfactory	66	92.6
December 2012	Fair	Satisfactory	Satisfactory	Satisfactory	112	92.6
December 2010	Fair	Satisfactory	Satisfactory	Satisfactory	112	92.6
December 2008	Fair	Satisfactory	Satisfactory	Satisfactory	71	92.6
December 2006	Fair	Satisfactory	Good	Good	71	92.6
October 2004	Fair	Satisfactory	Good	Good	71	92.6
February 2003	Fair	Satisfactory	Good	Good	71	92.1
March 2000	Fair	Satisfactory	Good	Good	85	91.8
March 1999	Fair	Satisfactory	Good	Good	85	91.8
March 1998	Fair	Satisfactory	Good	Good	85	91.8
April 1996	Fair	Satisfactory	Good	Good	125	91.8
March 1994	Fair	Satisfactory	Good	Good	125	96.7
March 1992	Good	Good	Very Good	Good	125	99.7
October 1990	Good	Good	Very Good	Good	100	99.7

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.	381	166	215	0	0
Steel Protective Coating	sq. ft.	381	381	0	0	0
Substructure
Steel Column	each	26	0	26	0	0
Steel Protective Coating	sq. ft.	26	0	26	0	0
Steel Abutment	linear ft.	85	0	0	85	0
Steel Protective Coating	sq. ft.	85	0	0	85	0
Steel Pier Cap	linear ft.	85	0	85	0	0
Steel Protective Coating	sq. ft.	85	0	0	85	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	762	412	300	50	0
Wearing Surfaces	sq. ft.	712	377	265	70	0
Steel Protective Coating	sq. ft.	762	0	762	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	51	0	49	2	0
Steel Protective Coating	sq. ft.	51	0	51	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/1071502