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I-84 (SR-84) over WEBER RIVER

Morgan County, Utah

Map

Coordinates:
+41.06165, -111.57153
41°03'42" N, 111°34'18" W

Facts

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

Name:	I-84 (SR-84) over WEBER RIVER
Structure number:	0F 153
Location:	1.2 MI.EAST TAGGART INT.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	931.1 ft. `[283.8 m]`
Roadway width between curbs:	67.3 ft. `[20.5 m]`
Deck width edge-to-edge:	72.2 ft. `[22.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1967
Year reconstructed:	2006
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	13
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,760 `[as of 2014]`
Truck traffic:	53% 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:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	83.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Satisfactory	8760	83.7
July 2015	Fair	Satisfactory	Satisfactory	Satisfactory	8760	83.7
July 2013	Good	Good	Good	Good	8347	80.4
July 2011	Good	Good	Good	Good	10050	79.6
July 2009	Good	Good	Good	Good	10050	79.6
August 2007	Good	Good	Very Good	Good	10050	79.6
October 2004	Poor	Poor	Fair	Fair	10050	65.6
July 2003	Poor	Poor	Fair	Fair	10205	65.6
July 1999	Fair	Fair	Good	Good	9302	78.5
July 1997	Fair	Good	Satisfactory	Good	7870	79.5
September 1995	Good	Good	Good	Good	6995	78.6
September 1993	Fair	Satisfactory	Good	Fair	6230	67.6
October 1991	Poor	Satisfactory	Poor	Fair	6100	51.6

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.	9,276	9,206	20	50	0
Deck
Reinforced Concrete Deck	sq. ft.	66,956	33,478	33,478	0	0
Substructure
Reinforced Concrete Column	each	36	13	13	10	0
Reinforced Concrete Abutment	linear ft.	144	129	0	15	0
Reinforced Concrete Pier Cap	linear ft.	876	111	750	15	0
Joints
Strip Seal Joint	linear ft.	190	0	110	80	0
Bearings
Elastomeric Bearing	each	260	260	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,935	985	1,950	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/1570576