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Fifth Street over White River

Rio Blanco County, Colorado

Map

Coordinates:
+40.03464, -107.91133
40°02'05" 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 2018

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]`
Sufficiency rating:	47.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$230,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Satisfactory	117	47.3
September 2016	Fair	Satisfactory	Satisfactory	Satisfactory	117	49.6
September 2014	Fair	Satisfactory	Satisfactory	Satisfactory	117	49.6
September 2012	Fair	Satisfactory	Satisfactory	Satisfactory	117	49.6
October 2010	Fair	Good	Satisfactory	Satisfactory	139	49.2
September 2008	Good	Good	Good	Good	139	49.2
September 2006	Good	Very Good	Good	Good	86	49.8
July 2004	Good	Very Good	Good	Good	86	45.9
October 2002	Good	Very Good	Good	Good	86	49.0
October 2001	Fair	Very Good	Good	Satisfactory	164	46.7
August 1999	Fair	Satisfactory	Satisfactory	Satisfactory	164	46.7
July 1997	Fair	Good	Satisfactory	Satisfactory	164	46.7
October 1995	Poor	Poor	Satisfactory	Satisfactory	37	39.5
August 1993	Good	Good	Good	Good	37	50.7
September 1991	Good	Good	Good	Good	37	50.5

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.	486	0	485	1	0
Substructure
Steel Column	each	12	0	12	0	0
Steel Abutment	linear ft.	32	0	32	0	0
Steel Protective Coating	sq. ft.	32	0	0	0	32
Steel Pier Cap	linear ft.	32	0	32	0	0
Deck
Timber Deck	sq. ft.	1,304	0	980	324	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	162	107	55	0	0
Steel Protective Coating	sq. ft.	162	107	0	0	55

© 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/1070650