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SE FLAVEL ST over B-67 X JOHNSON CREEK

Map 

Coordinates:
+45.46842, -122.56795
45°28'06" N, 122°34'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SE FLAVEL ST over B-67 X JOHNSON CREEK
Structure number:13541B000 00001
Location:E OF SE 92ND AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:96.1 ft. [29.3 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1975
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:5,357 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201498.0Not deficientSatisfactoryGoodGood5357
July 201298.0Not deficientSatisfactoryGoodGood5357
September 201096.0Not deficientGoodGoodGood5357
January 200996.0Not deficientGoodGoodGood5357
June 200699.0Not deficientGoodGoodGood5150
September 200499.0Not deficientGoodVery GoodVery Good5150
July 200299.0Not deficientGoodVery GoodVery Good5000
May 200099.0Not deficientGoodVery GoodVery Good5000
August 199899.0Not deficientGoodVery GoodVery Good5000
September 199699.0Not deficientGoodVery GoodVery Good5000
October 1994100.0Not deficientGoodVery GoodVery Good3900
November 1992100.0Not deficientVery GoodVery GoodVery Good3900
December 1990100.0Not deficientExcellentExcellentSatisfactory3650