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SE LAMBERT ST over B-98 OVER JOHNSON CREEK

Map

Coordinates:
+45.46679, -122.57432
45°28'00" N, 122°34'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SE LAMBERT ST over B-98 OVER JOHNSON CREEK
Structure number:51C19 000 00001
Location:00.3 MILE E OF 82ND AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:15 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:22.0 tons [20.0 metric tons]
Inventory rating:13.0 tons [11.8 metric tons]
Sufficiency rating:46.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$179,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201646.2FairSatisfactorySatisfactorySatisfactoryFO15
June 201546.2FairSatisfactorySatisfactorySatisfactoryFO15
July 201446.2FairSatisfactorySatisfactorySatisfactoryFO15
July 201348.2FairSatisfactorySatisfactorySatisfactoryFO15
September 201048.2FairSatisfactorySatisfactorySatisfactoryFO15
January 200948.2FairSatisfactorySatisfactorySatisfactoryFO15
September 200648.2FairSatisfactorySatisfactorySatisfactoryFO15
October 200448.0FairSatisfactoryGoodGoodFO15
September 200248.0FairSatisfactoryVery GoodVery GoodFO15
September 200048.0GoodVery GoodVery GoodVery GoodFO15
February 199948.0GoodVery GoodVery GoodVery GoodFO15
March 199746.0GoodVery GoodVery GoodVery GoodFO15
April 199544.1GoodVery GoodVery GoodVery GoodFO10
May 199333.3GoodVery GoodVery GoodVery GoodSD10
June 199145.2GoodVery GoodVery GoodVery GoodFO10