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I-70 (SR-70).EBL over SOUTH SALT WASH

Emery County, Utah

Map

Coordinates:
+38.84384, -111.06099
38°50'38" N, 111°03'40" W

Facts

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

Name:	I-70 (SR-70).EBL over SOUTH SALT WASH
Structure number:	2F 99
Location:	LONE TREE INTERCHG.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	51.2 ft. `[15.6 m]`
Total length:	107.0 ft. `[32.6 m]`
Roadway width between curbs:	51.8 ft. `[15.8 m]`
Deck width edge-to-edge:	55.1 ft. `[16.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	1989
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 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,445 `[as of 2014]`
Truck traffic:	48% 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:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	80.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Good	3445	80.0
September 2016	Good	Good	Good	Good	3445	80.0
September 2014	Good	Good	Very Good	Good	1641	57.7
September 2012	Good	Good	Very Good	Good	1629	79.0
October 2011	Good	Good	Very Good	Good	2712	79.0
October 2009	Good	Good	Very Good	Good	2712	79.0
October 2007	Good	Good	Very Good	Good	2514	79.0
October 2005	Good	Good	Very Good	Good	2514	79.0
October 2003	Good	Good	Very Good	Good	2222	79.0
September 1999	Fair	Satisfactory	Very Good	Good	1935	74.0
July 1997	Fair	Satisfactory	Very Good	Good	1585	74.0
October 1995	Good	Good	Very Good	Good	1490	81.9
October 1993	Good	Very Good	Very Good	Good	1313	83.3
November 1991	Good	Very Good	Very Good	Good	1192	84.1

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.	727	727	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,897	5,887	10	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	43	43	0	0	0
Reinforced Concrete Abutment	linear ft.	110	110	0	0	0
Reinforced Concrete Pier Cap	linear ft.	57	57	0	0	0
Bearings
Elastomeric Bearing	each	14	14	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	246	234	12	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/1571174