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FARR WEST CITY ST. over WILLARD CANAL

Weber County, Utah

Map

Coordinates:
+41.29059, -112.03176
41°17'26" N, 112°01'54" W

Facts

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

Name:	FARR WEST CITY ST. over WILLARD CANAL
Structure number:	057002D
Location:	2200 W. & 1900 NO.
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	91.5 ft. `[27.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.8 ft. `[9.7 m]`
Skew angle:	60°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1962
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,071 `[as of 2010]`
Truck traffic:	4% 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:	Better than present minimum criteria `[7]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	77.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Good	Good	1071	77.4
April 2016	Good	Good	Good	Good	1071	76.4
April 2014	Good	Good	Good	Good	1071	75.9
April 2012	Good	Good	Good	Good	1071	80.8
April 2010	Good	Good	Very Good	Very Good	1071	80.8
April 2008	Good	Good	Very Good	Very Good	1071	80.8
June 2006	Good	Good	Very Good	Very Good	850	80.9
June 2004	Good	Good	Very Good	Very Good	850	80.9
May 2002	Good	Good	Very Good	Very Good	850	80.9
April 2000	Good	Good	Very Good	Very Good	850	75.8
April 1998	Good	Good	Very Good	Very Good	850	75.8
May 1996	Good	Good	Very Good	Very Good	850	75.8
June 1994	Good	Good	Very Good	Very Good	850	81.4
July 1992	Good	Good	Very Good	Very Good	800	81.4
September 1990	Good	Very Good	Very Good	Good	800	81.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Pier Wall	linear ft.	82	82	0	0	0
Reinforced Concrete Abutment	linear ft.	92	92	0	0	0
Bearings
Elastomeric Bearing	each	4	4	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	192	0	8	0
Deck
Reinforced Concrete Slab	sq. ft.	2,898	2,898	0	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/1569870