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I-70 (SR-70) WBL over NASH WASH

Grand County, Utah

Map

Coordinates:
+38.94155, -109.40292
38°56'30" N, 109°24'11" W

Facts

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

Name:	I-70 (SR-70) WBL over NASH WASH
Structure number:	4F 268
Location:	0.2 MI.E.of W.CISCO INT.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	61.4 ft. `[18.7 m]`
Total length:	127.0 ft. `[38.7 m]`
Roadway width between curbs:	51.5 ft. `[15.7 m]`
Deck width edge-to-edge:	51.8 ft. `[15.8 m]`
Skew angle:	9°
Owner:	State Highway Agency `[01]`
Year built:	1971
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:	Prestressed concrete `[5]`
Main spans 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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,970 `[as of 2014]`
Truck traffic:	49% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	96.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Good	6970	96.7
September 2015	Good	Good	Good	Good	6970	96.7
September 2013	Good	Good	Good	Good	3312	83.0
September 2011	Good	Good	Good	Good	3235	87.6
September 2009	Good	Good	Good	Good	3235	87.6
October 2007	Good	Good	Good	Good	3525	87.6
September 2005	Good	Good	Good	Good	3525	87.6
October 2003	Fair	Satisfactory	Good	Good	3215	87.6
September 1999	Good	Good	Good	Very Good	2963	82.6
October 1997	Good	Good	Good	Very Good	2693	82.6
November 1995	Good	Good	Good	Very Good	2428	88.2
October 1993	Fair	Satisfactory	Good	Very Good	2173	86.2
January 1992	Fair	Satisfactory	Good	Very Good	1992	86.2

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
Prestressed Concrete Girder/Beam	linear ft.	862	862	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,430	5,855	575	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	104	104	0	0	0
Reinforced Concrete Pier Cap	linear ft.	52	52	0	0	0
Bearings
Elastomeric Bearing	each	28	28	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	322	322	0	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/1571613