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Fifth Street over White River

Rio Blanco County, Colorado

Map

Coordinates:
+40.03454, -107.91152
40°02'04" N, 107°54'41" W

Facts

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

Name:	Fifth Street over White River
Structure number:	MKR-FIFTH ST
Location:	1 Blk. So of Water Street
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	81.0 ft. `[24.7 m]`
Roadway width between curbs:	9.2 ft. `[2.8 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1940
Year reconstructed:	2001
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	117 `[as of 2012]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Operating rating:	19.5 tons `[17.7 metric tons]`
Inventory rating:	14.5 tons `[13.2 metric tons]`
Sufficiency rating:	49.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$230,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	49.6	Fair	Satisfactory	Satisfactory	Satisfactory	FO	117
September 2014	49.6	Fair	Satisfactory	Satisfactory	Satisfactory	FO	117
September 2012	49.6	Fair	Satisfactory	Satisfactory	Satisfactory	FO	117
October 2010	49.2	Fair	Good	Satisfactory	Satisfactory	FO	139
September 2008	49.2	Good	Good	Good	Good	-	139
September 2006	49.8	Good	Very Good	Good	Good	-	86
July 2004	45.9	Good	Very Good	Good	Good	-	86
October 2002	49.0	Good	Very Good	Good	Good	-	86
October 2001	46.7	Fair	Very Good	Good	Satisfactory	-	164
August 1999	46.7	Fair	Satisfactory	Satisfactory	Satisfactory	-	164
July 1997	46.7	Fair	Good	Satisfactory	Satisfactory	-	164
October 1995	39.5	Poor	Poor	Satisfactory	Satisfactory	SD	37
August 1993	50.7	Good	Good	Good	Good	-	37
September 1991	50.5	Good	Good	Good	Good	-	37

© 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/1070650