Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,217 [as of 2012]
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 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]
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:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201493.3Not deficientVery GoodVery GoodGood1217
June 201293.2Not deficientVery GoodVery GoodGood1217
June 201096.9Not deficientVery GoodVery GoodGood1200
April 200896.9Not deficientVery GoodVery GoodGood1200
April 200696.9Not deficientVery GoodVery GoodGood1200
August 200464.9Structurally deficientSeriousGoodPoor1200
April 200280.9Structurally deficientSeriousVery GoodFair1200
July 200064.8Structurally deficientSeriousVery GoodPoor1200
March 199864.8Structurally deficientSeriousVery GoodPoor1200
August 199664.8Structurally deficientSeriousVery GoodPoor1200
June 199469.9Structurally deficientSatisfactoryVery GoodPoor1200
October 199269.9Structurally deficientSatisfactoryVery GoodPoor1200
October 199069.9Structurally deficientSatisfactoryVery GoodPoor1200