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I-80 (SR-80) WBL over DELLE DRAINAGE CHANNEL

Tooele County, Utah

Map

Coordinates:
+40.75633, -112.75563
40°45'23" N, 112°45'20" W

Facts

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

Name:	I-80 (SR-80) WBL over DELLE DRAINAGE CHANNEL
Structure number:	4C 238
Location:	1.9 MILE EAST of DELLE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	35.1 ft. `[10.7 m]`
Roadway width between curbs:	43.6 ft. `[13.3 m]`
Deck width edge-to-edge:	45.9 ft. `[14.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1948
Year reconstructed:	1972
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
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:	8,060 `[as of 2014]`
Truck traffic:	31% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	95.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Satisfactory	8060	95.6
September 2016	Fair	Satisfactory	Good	Satisfactory	8060	95.6
September 2014	Fair	Satisfactory	Good	Satisfactory	4078	94.7
September 2012	Fair	Satisfactory	Good	Satisfactory	4066	95.8
October 2010	Fair	Satisfactory	Good	Satisfactory	4265	95.8
September 2008	Fair	Fair	Good	Satisfactory	4265	94.8
June 2007	Fair	Fair	Good	Satisfactory	4190	94.8
August 2005	Poor	Fair	Poor	Satisfactory	4190	67.7
October 2002	Poor	Fair	Poor	Satisfactory	4248	67.7
September 2000	Poor	Fair	Poor	Satisfactory	4085	62.7
August 1998	Fair	Fair	Satisfactory	Satisfactory	4085	89.8
September 1996	Fair	Fair	Satisfactory	Satisfactory	3520	89.8
December 1994	Fair	Satisfactory	Good	Good	3520	95.7
November 1992	Fair	Satisfactory	Good	Good	3345	95.7
July 1991	Fair	Satisfactory	Good	Good	2970	95.8

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.	259	0	259	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,545	462	1,083	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	88	36	26	26	0
Bearings
Fixed Bearing	each	16	0	16	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	98	48	50	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/1571500