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LRD COLUMBIA ROAD over CEDAR CREEK

Ozaukee County, Wisconsin

Map

Coordinates:
+43.29712, -87.98624
43°17'50" N, 87°59'10" W
View more info at Bridgehunter.com

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD COLUMBIA ROAD over CEDAR CREEK
Structure number:B45000100000000
Location:0.1M E OF WASHINGTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.5 ft. [28.2 m]
Total length:97.4 ft. [29.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1949
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,565 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactoryGood656597.1
September 2016FairSatisfactorySatisfactoryGood656597.1
September 2014FairSatisfactorySatisfactoryGood650097.1
September 2012FairSatisfactorySatisfactoryGood740094.9
September 2010FairSatisfactorySatisfactoryGood780094.9
November 2008FairSatisfactorySatisfactoryGood780094.9
August 2006FairSatisfactorySatisfactoryGood780094.9
September 2004FairSatisfactorySatisfactoryGood770094.9
September 2002FairSatisfactorySatisfactoryGood360097.5
October 2000FairSatisfactorySatisfactoryGood360097.5
November 1998FairSatisfactorySatisfactoryGood822092.8
February 1997FairSatisfactoryVery GoodVery Good822092.8
September 1994FairSatisfactoryVery GoodVery Good822092.7
November 1992GoodVery GoodVery GoodVery Good855092.7
October 1990FairSatisfactoryVery GoodVery Good855092.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.553313601800
Steel Protective Coatingsq. ft.7,6923,8461,5387691,539
Steel Stringerlinear ft.1951752000
Deck
Reinforced Concrete Decksq. ft.4,8944,77412000
Superstructure
Steel Floor Beamlinear ft.80701000
Substructure
Reinforced Concrete Abutmentlinear ft.97761380
Joints
Strip Seal Jointlinear ft.3600360
Bearings
Elastomeric Bearingeach66000
Fixed Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3473074000