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LRD N 32ND STREET over LINCOLN CREEK

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

Facts 

Name:LRD N 32ND STREET over LINCOLN CREEK
Structure number:B40054500000000
Location:0.9M N JCT STH 190
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:22.0 ft. [6.7 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
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 [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:9,225 [as of 2012]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201498.6Not deficient---9225
June 201296.6Not deficient---9225
June 201078.3Functionally obsolete---11800
April 200878.3Functionally obsolete---11800
April 200678.3Functionally obsolete---11800
April 200478.3Functionally obsolete---11800
April 200282.5Not deficient---9500
July 200081.9Not deficient---9500
October 199881.8Not deficient---10200
August 199677.8Functionally obsoleteGood--10200
August 199478.0Functionally obsolete---10200
May 199278.0Not deficient---10200
September 199082.1Not deficient---10200