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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:P40053500000000
Location:1.2M N JCT STH 145
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:31.8 ft. [9.7 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,880 [as of 2014]
Structural 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201684.0Fair6 out of 10-16880
June 201484.0Fair6 out of 10-16880
June 201281.0Fair6 out of 10-16880
June 201078.9Fair6 out of 10-18400
May 200878.9Fair6 out of 10-18400
April 200678.9Fair6 out of 10-18400
April 200478.9Fair6 out of 10-18400
April 200279.2Fair6 out of 10-16500
July 200078.1Fair6 out of 10-16500
August 199879.8Fair6 out of 10-12700
September 199679.8FairN out of 10-12700
November 199479.7-N out of 10-12700
May 199268.3Fair5 out of 10-12700
August 199068.3Fair5 out of 10-12700