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FARR WEST CITY ST. over WILLARD CANAL

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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood107177.4
April 2016GoodGoodGoodGood107176.4
April 2014GoodGoodGoodGood107175.9
April 2012GoodGoodGoodGood107180.8
April 2010GoodGoodVery GoodVery Good107180.8
April 2008GoodGoodVery GoodVery Good107180.8
June 2006GoodGoodVery GoodVery Good85080.9
June 2004GoodGoodVery GoodVery Good85080.9
May 2002GoodGoodVery GoodVery Good85080.9
April 2000GoodGoodVery GoodVery Good85075.8
April 1998GoodGoodVery GoodVery Good85075.8
May 1996GoodGoodVery GoodVery Good85075.8
June 1994GoodGoodVery GoodVery Good85081.4
July 1992GoodGoodVery GoodVery Good80081.4
September 1990GoodVery GoodVery GoodGood80081.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.8282000
Reinforced Concrete Abutmentlinear ft.9292000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200192080
Deck
Reinforced Concrete Slabsq. ft.2,8982,898000