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LINCOLN AVENUE over OGDEN RIVER

Weber County, Utah

Map

Coordinates:
+41.23439, -111.97574
41°14'04" N, 111°58'33" W

Facts

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

Name:	LINCOLN AVENUE over OGDEN RIVER
Structure number:	057026F
Location:	1800 S. LINCOLN AVE.OGDEN
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	68.6 ft. `[20.9 m]`
Total length:	70.9 ft. `[21.6 m]`
Roadway width between curbs:	53.2 ft. `[16.2 m]`
Deck width edge-to-edge:	66.3 ft. `[20.2 m]`
Skew angle:	25°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span 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: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,990 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	97.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Fair	Good	Good	4990	97.3
April 2016	Fair	Fair	Good	Good	4990	97.3
April 2014	Fair	Fair	Good	Good	4990	97.3
April 2012	Fair	Fair	Good	Good	4990	97.3
April 2010	Fair	Satisfactory	Good	Good	4990	98.3
April 2008	Fair	Satisfactory	Good	Good	4990	98.3
July 2006	Fair	Satisfactory	Good	Satisfactory	3960	98.4
June 2004	Fair	Satisfactory	Good	Satisfactory	3960	98.4
April 2002	Fair	Satisfactory	Good	Satisfactory	3960	98.4
April 2000	Fair	Satisfactory	Good	Satisfactory	3960	93.4
April 1998	Fair	Satisfactory	Good	Satisfactory	5950	93.1
May 1996	Fair	Good	Good	Satisfactory	5950	93.1
June 1994	Fair	Good	Good	Satisfactory	5915	98.1
July 1992	Fair	Good	Good	Satisfactory	6840	97.0
September 1990	Fair	Good	Good	Satisfactory	6840	96.0

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.	490	490	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,709	2,959	1,500	250	0
Substructure
Reinforced Concrete Abutment	linear ft.	133	126	0	7	0
Joints
Assembly with Seal	each	133	133	0	0	0
Bearings
Elastomeric Bearing	each	14	14	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	222	142	0	80	0
Other Material Bridge Rail	linear ft.	222	127	0	95	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/1569894