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

Summit County, Utah

Map

Coordinates:
+41.03573, -111.50969
41°02'09" N, 111°30'35" 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 201
Location:	NORTHWEST OF HENEFER
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	60.4 ft. `[18.4 m]`
Total length:	126.0 ft. `[38.4 m]`
Roadway width between curbs:	37.7 ft. `[11.5 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 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:	2
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: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,985 `[as of 2014]`
Truck traffic:	50% 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:	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 minimum criteria `[6]`
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:	85.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Satisfactory	6985	85.8
August 2016	Fair	Satisfactory	Good	Good	6985	85.8
August 2014	Fair	Satisfactory	Good	Good	3329	93.3
August 2012	Fair	Satisfactory	Good	Good	3599	96.8
October 2010	Fair	Satisfactory	Good	Good	4505	95.8
September 2008	Good	Good	Good	Good	4505	95.8
October 2006	Good	Good	Good	Good	4210	95.8
September 2004	Fair	Satisfactory	Good	Good	4210	95.8
August 2002	Fair	Satisfactory	Good	Good	4523	95.8
August 2000	Fair	Satisfactory	Good	Good	3663	90.8
August 1998	Good	Good	Good	Good	3663	90.8
September 1996	Good	Good	Good	Good	2762	90.9
October 1994	Good	Good	Very Good	Good	2762	95.8
December 1992	Good	Good	Very Good	Good	2460	96.8
July 1991	Good	Good	Very Good	Good	2200	96.8

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
Prestressed Concrete Girder/Beam	linear ft.	616	596	20	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,100	4,090	190	820	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	32	27	5	0	0
Reinforced Concrete Abutment	linear ft.	82	58	24	0	0
Reinforced Concrete Pier Cap	linear ft.	40	35	5	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	312	0	0	312	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/1571602