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LRD W GLENDALE AVE over LINCOLN CREEK

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

Facts 

Name:LRD W GLENDALE AVE over LINCOLN CREEK
Structure number:P40058600000000
Location:1.0M N JCT STH 190
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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:Good
Status:Open, no restriction [A]
Average daily traffic:1,217 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
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 minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:88.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201688.3GoodVery GoodVery GoodGood-1217
June 201493.3GoodVery GoodVery GoodGood-1217
June 201293.2GoodVery GoodVery GoodGood-1217
June 201096.9GoodVery GoodVery GoodGood-1200
April 200896.9GoodVery GoodVery GoodGood-1200
April 200696.9GoodVery GoodVery GoodGood-1200
August 200464.9PoorSeriousGoodPoorSD1200
April 200280.9PoorSeriousVery GoodFairSD1200
July 200064.8PoorSeriousVery GoodPoorSD1200
March 199864.8PoorSeriousVery GoodPoorSD1200
August 199664.8PoorSeriousVery GoodPoorSD1200
June 199469.9PoorSatisfactoryVery GoodPoorSD1200
October 199269.9PoorSatisfactoryVery GoodPoorSD1200
October 199069.9PoorSatisfactoryVery GoodPoorSD1200