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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 2015 

Status:Open, no restriction [A]
Average daily traffic:12,043 [as of 2015]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:67.4
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. ratingEvaluationDeckSuper.Sub.ADT
June 201567.4Structurally deficientPoorPoorSatisfactory12043
June 201467.5Structurally deficientPoorPoorSatisfactory11750
June 201282.0Structurally deficientPoorFairSatisfactory11750
May 201063.6Structurally deficientPoorFairSatisfactory6200
June 200863.6Structurally deficientPoorFairSatisfactory6200
April 200662.1Structurally deficientPoorFairSatisfactory12700
April 200462.1Structurally deficientPoorFairSatisfactory12700
April 200275.9Functionally obsoleteFairSatisfactorySatisfactory11700
July 200071.7Structurally deficientFairSatisfactorySatisfactory11700
October 199873.4Structurally deficientFairSatisfactorySatisfactory3150
August 199678.4Functionally obsoleteSatisfactorySatisfactorySatisfactory3150
June 199474.4Structurally deficientSatisfactorySatisfactorySatisfactory3150
December 199262.2Structurally deficientFairSatisfactoryFair3150
September 199062.2Structurally deficientFairSatisfactoryFair3150