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ELLIOTT DRIVE over FOURMILE CREEK

Teller County, Colorado

Map

Coordinates:
+38.75692, -105.27157
38°45'25" N, 105°16'18" W

Facts

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

Name:	ELLIOTT DRIVE over FOURMILE CREEK
Structure number:	TELL-10-113-1.0
Location:	0.2 MI W OF LAKEMOOR DR
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	48.6 ft. `[14.8 m]`
Total length:	50.2 ft. `[15.3 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7 `[as of 2013]`
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:	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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	75.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Satisfactory	Satisfactory	7	75.9
September 2015	Fair	Satisfactory	Satisfactory	Satisfactory	7	75.9
September 2013	Fair	Satisfactory	Satisfactory	Satisfactory	7	75.9
September 2011	Fair	Satisfactory	Good	Satisfactory	56	75.4
October 2009	Fair	Good	Good	Satisfactory	56	75.4
September 2007	Fair	Good	Good	Satisfactory	56	75.4
August 2005	Good	Good	Good	Good	56	75.4
August 2003	Good	Very Good	Good	Good	56	75.4
May 2001	Good	Very Good	Good	Good	17	75.8
August 1999	Good	Very Good	Good	Good	17	75.8
August 1997	Good	Very Good	Very Good	Very Good	17	75.8
August 1995	Good	Very Good	Very Good	Very Good	28	75.7
July 1993	Good	Very Good	Very Good	Very Good	28	75.7
September 1991	Good	Very Good	Very Good	Very Good	28	75.7

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.	201	0	201	0	0
Steel Protective Coating	sq. ft.	201	0	0	0	201
Substructure
Steel Column	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	8	0	0	0	8
Other Material Abutment	linear ft.	28	28	0	0	0
Steel Pier Cap	linear ft.	28	14	14	0	0
Steel Protective Coating	sq. ft.	28	14	0	0	14
Deck
Corrugated or Orthotropic Deck	sq. ft.	709	500	209	0	0
Steel Protective Coating	sq. ft.	709	500	0	0	209
Bearings
Fixed Bearing	each	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	101	83	18	0	0
Steel Protective Coating	sq. ft.	101	83	0	0	18

© 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/1071718