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LRD N 51ST BLVD over LINCOLN CREEK

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

Facts 

Name:LRD N 51ST BLVD over LINCOLN CREEK
Structure number:P40063200000000
Location:0.6M N JCT STH 145
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:107.3 ft. [32.7 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1959
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Posted for load [P]
Average daily traffic:5,705 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:17.9 tons [16.3 metric tons]
Inventory rating:10.7 tons [9.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:37.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$791,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201537.0Structurally deficientPoorSeriousFair5705
June 201437.0Structurally deficientPoorSeriousFair5566
June 201267.6Structurally deficientPoorPoorFair5566
June 201065.9Structurally deficientPoorPoorFair9600
January 200865.9Structurally deficientPoorPoorSatisfactory9600
January 200682.4Structurally deficientPoorFairSatisfactory9600
March 200482.4Structurally deficientPoorFairSatisfactory9600
April 200282.5Structurally deficientPoorFairSatisfactory9000
July 200082.5Structurally deficientPoorFairSatisfactory9000
March 199894.6Not deficientSatisfactorySatisfactorySatisfactory9500
August 199696.7Not deficientSatisfactorySatisfactorySatisfactory9500
June 199494.5Not deficientSatisfactorySatisfactorySatisfactory9500
August 199293.5Not deficientFairSatisfactorySatisfactory9500
August 199093.5Not deficientFairSatisfactorySatisfactory9500