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County Road 5 over Piceance Creek

Rio Blanco County, Colorado

Map

Coordinates:
+39.97900, -108.25211
39°58'44" N, 108°15'08" W

Facts

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

Name:	County Road 5 over Piceance Creek
Structure number:	RIOB-005-31.98
Location:	9.9 Mi S of St Hwy 64
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	28.2 ft. `[8.6 m]`
Total length:	30.5 ft. `[9.3 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1970
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:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	868 `[as of 2012]`
Truck traffic:	40% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	59.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Poor	Fair	Fair	Poor	868	59.2
September 2016	Poor	Fair	Fair	Poor	868	59.2
September 2014	Poor	Fair	Satisfactory	Poor	868	59.2
September 2012	Poor	Fair	Satisfactory	Poor	868	59.2
September 2010	Fair	Satisfactory	Good	Fair	2128	71.6
September 2008	Fair	Satisfactory	Good	Fair	2128	71.6
August 2006	Fair	Good	Good	Satisfactory	568	95.3
July 2004	Fair	Good	Good	Satisfactory	568	92.3
October 2002	Fair	Satisfactory	Good	Fair	568	81.2
October 2001	Fair	Satisfactory	Satisfactory	Fair	135	84.8
August 1999	Fair	Fair	Satisfactory	Fair	135	83.8
July 1997	Fair	Fair	Satisfactory	Satisfactory	135	94.8
October 1995	Fair	Fair	Satisfactory	Satisfactory	108	94.9
August 1993	Good	Good	Good	Good	108	90.7
September 1991	Good	Good	Good	Good	108	91.7

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.	456	0	256	200	0
Substructure
Steel Column	each	10	0	0	10	0
Steel Abutment	linear ft.	56	0	0	28	28
Steel Protective Coating	sq. ft.	56	0	0	0	56
Steel Pier Cap	linear ft.	56	0	41	0	15
Deck
Corrugated or Orthotropic Deck	sq. ft.	845	0	632	212	1
Wearing Surfaces	sq. ft.	818	818	0	0	0
Steel Protective Coating	sq. ft.	845	0	0	0	845
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	61	61	0	0	0
Steel Protective Coating	sq. ft.	61	61	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/1071544