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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: June 2015 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201546.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15
July 201446.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15
July 201348.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15
September 201048.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15
January 200948.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15
September 200648.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15
October 200448.0Functionally obsoleteSatisfactoryGoodGood15
September 200248.0Functionally obsoleteSatisfactoryVery GoodVery Good15
September 200048.0Functionally obsoleteVery GoodVery GoodVery Good15
February 199948.0Functionally obsoleteVery GoodVery GoodVery Good15
March 199746.0Functionally obsoleteVery GoodVery GoodVery Good15
April 199544.1Functionally obsoleteVery GoodVery GoodVery Good10
May 199333.3Structurally deficientVery GoodVery GoodVery Good10
June 199145.2Functionally obsoleteVery GoodVery GoodVery Good10