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US-6 (SR-6) over FLOOD WASH

Carbon County, Utah

Map

Coordinates:
+39.54256, -110.73098
39°32'33" N, 110°43'52" W

Facts

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

Name:	US-6 (SR-6) over FLOOD WASH
Structure number:	0C 339
Location:	IN WELLINGTON
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	38.7 ft. `[11.8 m]`
Total length:	42.7 ft. `[13.0 m]`
Roadway width between curbs:	82.4 ft. `[25.1 m]`
Deck width edge-to-edge:	92.5 ft. `[28.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
Year reconstructed:	1961
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,265 `[as of 2014]`
Truck traffic:	36% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	84.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Good	Satisfactory	Satisfactory	8265	84.6
September 2015	Fair	Good	Satisfactory	Satisfactory	8265	84.6
September 2013	Fair	Good	Satisfactory	Satisfactory	7947	82.2
September 2011	Fair	Good	Satisfactory	Satisfactory	8850	92.2
September 2009	Fair	Good	Satisfactory	Satisfactory	8850	92.2
November 2007	Fair	Good	Satisfactory	Satisfactory	9935	91.5
October 2005	Fair	Good	Good	Satisfactory	9935	91.5
December 2003	Fair	Good	Good	Satisfactory	18440	85.9
September 1999	Fair	Good	Good	Satisfactory	17805	82.6
July 1997	Fair	Good	Good	Satisfactory	15725	84.0
October 1995	Fair	Good	Good	Satisfactory	14235	90.4
October 1993	Fair	Good	Good	Satisfactory	12700	91.4
January 1992	Fair	Good	Good	Satisfactory	11935	88.9

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.	738	701	37	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,873	3,694	179	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	183	173	10	0	0
Bearings
Elastomeric Bearing	each	24	24	0	0	0
Movable Bearing	each	6	0	6	0	0
Fixed Bearing	each	6	6	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	103	37	52	14	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/1569959