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I-84 (SR-84) WBL over WEBER RIVER

Morgan County, Utah

Map

Coordinates:
+41.05314, -111.59802
41°03'11" N, 111°35'53" W

Facts

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

Name:	I-84 (SR-84) WBL over WEBER RIVER
Structure number:	4F 122
Location:	0.6 MI.WEST TAGGARTS INT.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	201.8 ft. `[61.5 m]`
Roadway width between curbs:	36.7 ft. `[11.2 m]`
Deck width edge-to-edge:	39.7 ft. `[12.1 m]`
Skew angle:	43°
Owner:	State Highway Agency `[01]`
Year built:	1967
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: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,660 `[as of 2014]`
Truck traffic:	55% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	82.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Good	Good	8660	82.5
July 2015	Good	Good	Good	Good	8660	81.5
July 2013	Good	Good	Good	Good	4126	77.9
July 2011	Good	Good	Good	Good	5128	96.8
July 2009	Good	Good	Good	Good	5128	96.8
October 2007	Good	Good	Good	Good	5115	96.8
October 2004	Good	Good	Good	Good	5115	96.8
July 2003	Good	Good	Good	Good	5123	96.8
July 1999	Good	Good	Good	Good	4865	91.8
July 1997	Good	Good	Good	Good	4003	91.8
September 1995	Good	Good	Good	Good	3558	95.7
September 1993	Good	Good	Good	Good	3170	95.8
October 1991	Good	Good	Good	Good	3050	83.1

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.	980	980	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,883	7,233	650	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	106	64	42	0	0
Reinforced Concrete Pier Cap	linear ft.	110	65	45	0	0
Bearings
Elastomeric Bearing	each	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	458	335	120	3	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/1571591