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LRD PARMENTER ST S over PHEASANT BR CR

Map

Coordinates:
+43.10325, -89.51150
43°06'12" N, 89°30'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD PARMENTER ST S over PHEASANT BR CR
Structure number:B13060300000000
Location:0.4M S JCT CTH M
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:67.9 ft. [20.7 m]
Total length:70.5 ft. [21.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,284 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$554,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodVery GoodGood1728480.0
October 2014GoodGoodVery GoodGood1654080.0
October 2012GoodGoodVery GoodGood1654080.0
September 2010GoodVery GoodVery GoodVery Good1654080.0
September 2008GoodExcellentExcellentExcellent1654080.0
November 2006GoodExcellentExcellentExcellent1665080.0