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CLIVE INT. X-ROAD over I-80 (SR-80) EBL

Tooele County, Utah

Map

Coordinates:
+40.73121, -113.11400
40°43'52" N, 113°06'50" W

Facts

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

Name:	CLIVE INT. X-ROAD over I-80 (SR-80) EBL
Structure number:	0F 218A
Location:	49 MILES EAST OF WENDOVER
Purpose:	Carries highway overpass over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	86.9 ft. `[26.5 m]`
Total length:	167.0 ft. `[50.9 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	31.8 ft. `[9.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
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:	3
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 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	5,000 `[as of 2012]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	77.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Good	Good	Good	Good	5000	77.8
September 2014	Good	Good	Good	Good	5000	77.0
September 2012	Good	Good	Good	Good	1250	72.4
October 2010	Good	Good	Good	Good	630	86.0
September 2008	Good	Good	Good	Good	630	86.0
June 2007	Good	Good	Good	Good	500	87.2
July 2005	Good	Good	Good	Good	500	87.2
October 2002	Good	Good	Good	Very Good	250	90.6
September 2000	Good	Good	Good	Very Good	250	85.5
October 1998	Good	Good	Good	Very Good	250	85.5
September 1996	Good	Very Good	Good	Very Good	250	86.5
December 1994	Good	Very Good	Good	Very Good	250	92.1
November 1992	Good	Very Good	Good	Very Good	200	92.5
July 1991	Good	Good	Good	Very Good	200	92.5

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.	656	651	2	3	0
Deck
Reinforced Concrete Deck	sq. ft.	5,170	5,170	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	71	66	5	0	0
Reinforced Concrete Pier Cap	linear ft.	64	46	6	12	0
Bearings
Elastomeric Bearing	each	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	385	385	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/1570586