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I-80 (SR-80) EBL over SR-138 AND UPRR

Tooele County, Utah

Map

Coordinates:
+40.70930, -112.53015
40°42'33" N, 112°31'49" W

Facts

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

Name:	I-80 (SR-80) EBL over SR-138 AND UPRR
Structure number:	2F 215
Location:	GRANTSVILLE INTERCHANGE
Purpose:	Carries highway overpass over highway and railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	145.0 ft. `[44.2 m]`
Roadway width between curbs:	40.4 ft. `[12.3 m]`
Deck width edge-to-edge:	44.3 ft. `[13.5 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1972
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span 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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	9,515 `[as of 2014]`
Truck traffic:	28% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	54.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Satisfactory	Fair	9515	54.1
September 2016	Fair	Good	Satisfactory	Fair	9515	54.1
September 2014	Fair	Good	Satisfactory	Fair	4816	54.5
September 2012	Fair	Good	Satisfactory	Fair	4905	80.9
October 2010	Fair	Good	Satisfactory	Fair	5702	80.9
September 2008	Fair	Good	Satisfactory	Fair	5702	80.9
June 2007	Fair	Good	Satisfactory	Fair	5156	80.9
August 2005	Fair	Good	Satisfactory	Fair	5156	82.7
October 2002	Fair	Good	Satisfactory	Fair	4788	82.7
September 2000	Fair	Good	Satisfactory	Fair	4605	77.7
September 1998	Fair	Good	Satisfactory	Satisfactory	4605	89.8
September 1996	Fair	Good	Satisfactory	Satisfactory	3955	89.8
November 1994	Fair	Good	Satisfactory	Satisfactory	3955	94.7
November 1992	Fair	Good	Satisfactory	Satisfactory	3690	94.7
July 1991	Fair	Good	Satisfactory	Satisfactory	3340	94.7

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.	507	503	0	4	0
Deck
Reinforced Concrete Deck	sq. ft.	4,487	4,469	18	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	88	25	39	24	0
Reinforced Concrete Abutment	linear ft.	93	85	6	2	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	283	252	25	6	0
Deck
Reinforced Concrete Slab	sq. ft.	1,970	1,897	0	73	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/1571191