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LRD W VILLARD AVE over LINCOLN CREEK

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

Facts 

Name:LRD W VILLARD AVE over LINCOLN CREEK
Structure number:P40089400000000
Location:0.4M W JCT STH 57
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:51.5 ft. [15.7 m]
Total length:159.5 ft. [48.6 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:11,750 [as of 2014]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:67.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,130,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201667.5PoorPoorPoorSatisfactorySD11750
June 201567.4PoorPoorPoorSatisfactorySD12043
June 201467.5PoorPoorPoorSatisfactorySD11750
June 201282.0PoorPoorFairSatisfactorySD11750
May 201063.6PoorPoorFairSatisfactorySD6200
June 200863.6PoorPoorFairSatisfactorySD6200
April 200662.1PoorPoorFairSatisfactorySD12700
April 200462.1PoorPoorFairSatisfactorySD12700
April 200275.9FairFairSatisfactorySatisfactoryFO11700
July 200071.7FairFairSatisfactorySatisfactorySD11700
October 199873.4FairFairSatisfactorySatisfactorySD3150
August 199678.4FairSatisfactorySatisfactorySatisfactoryFO3150
June 199474.4FairSatisfactorySatisfactorySatisfactorySD3150
December 199262.2FairFairSatisfactoryFairSD3150
September 199062.2FairFairSatisfactoryFairSD3150