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SR-95 over COTTONWOOD WASH

San Juan County, Utah

Map

Coordinates:
+37.55923, -109.57728
37°33'33" N, 109°34'38" W

Facts

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

Name:	SR-95 over COTTONWOOD WASH
Structure number:	0C 301
Location:	8.5 MI.SW.OF BLANDING
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	51.5 ft. `[15.7 m]`
Total length:	110.2 ft. `[33.6 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1959
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	430 `[as of 2014]`
Truck traffic:	55% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	86.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Good	Satisfactory	430	86.9
August 2015	Fair	Satisfactory	Good	Satisfactory	430	86.9
August 2013	Fair	Satisfactory	Good	Satisfactory	404	87.1
August 2011	Fair	Satisfactory	Good	Satisfactory	555	84.7
August 2009	Fair	Satisfactory	Good	Satisfactory	555	84.7
October 2007	Good	Good	Good	Good	595	84.3
August 2005	Good	Good	Good	Good	595	84.3
September 2003	Good	Good	Good	Good	617	84.1
August 1999	Good	Good	Very Good	Good	580	79.1
November 1997	Good	Good	Very Good	Good	465	80.3
November 1995	Good	Good	Very Good	Good	425	86.8
September 1993	Good	Good	Very Good	Good	390	88.1
December 1991	Good	Good	Very Good	Very Good	445	85.6

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.	429	409	20	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,652	3,602	50	0	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Abutment	linear ft.	68	35	26	7	0
Reinforced Concrete Pier Cap	linear ft.	33	33	0	0	0
Joints
Compression Joint	linear ft.	56	28	28	0	0
Bearings
Movable Bearing	each	8	8	0	0	0
Fixed Bearing	each	4	4	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	252	124	128	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/1569947