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LRD N 60TH ST over LINCOLN CREEK

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

Facts 

Name:LRD N 60TH ST over LINCOLN CREEK
Structure number:P40085400000000
Location:0.3M N JCT STH 145
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:42.3 ft. [12.9 m]
Total length:113.5 ft. [34.6 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:16,880 [as of 2012]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:98.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201498.2Not deficientFairSatisfactorySatisfactory16880
June 201287.6Not deficientFairSatisfactorySatisfactory16880
June 201054.9Structurally deficientPoorSatisfactoryPoor18300
May 200874.2Not deficientFairSatisfactoryFair18300
April 200674.2Not deficientFairSatisfactoryFair18300
April 200474.2Not deficientFairSatisfactoryFair18300
April 200287.0Not deficientSatisfactorySatisfactorySatisfactory16300
July 200082.8Structurally deficientSatisfactorySatisfactorySatisfactory16300
March 199883.6Structurally deficientSatisfactorySatisfactorySatisfactory11700
August 199687.7Not deficientSatisfactorySatisfactorySatisfactory11700
June 199483.5Structurally deficientSatisfactorySatisfactorySatisfactory11700
May 199282.4Structurally deficientFairSatisfactorySatisfactory11700
August 199084.5Not deficientFairSatisfactorySatisfactory11700