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County Road 5 over Piceance Creek

Rio Blanco County, Colorado

Map

Coordinates:
+39.97906, -108.25417
39°58'45" N, 108°15'15" 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 2016

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]`
Operating rating:	66.0 tons `[60.0 metric tons]`
Inventory rating:	39.5 tons `[35.9 metric tons]`
Sufficiency rating:	59.2

Previous Inspections

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

© Copyright 2012-18, 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