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SE 92ND AVE over B-68 OVER JOHNSON CREEK

Map 

Coordinates:
+45.46819, -122.56855
45°28'05" N, 122°34'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SE 92ND AVE over B-68 OVER JOHNSON CREEK
Structure number:11070A000 00001
Location:S OF SE FLAVEL ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:14°
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:Concrete continuous [2]
Main spans design:Slab [01]
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:9,105 [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:Equal to present minimum criteria [6]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201493.1Not deficientSatisfactoryGoodGood9105
July 201293.1Not deficientSatisfactoryGoodGood9105
September 201092.1Not deficientGoodGoodGood9105
January 200992.1Not deficientGoodGoodGood9105
June 200693.1Not deficientGoodGoodGood8752
September 200492.9Not deficientGoodVery GoodVery Good8752
July 200294.9Not deficientGoodVery GoodVery Good8498
May 200094.9Not deficientGoodVery GoodVery Good8250
August 199894.9Not deficientGoodVery GoodVery Good8250
September 199694.9Not deficientGoodVery GoodVery Good8250
October 1994100.0Not deficientGoodVery GoodVery Good7900
November 1992100.0Not deficientGoodVery GoodVery Good7900
December 1990100.0Not deficientVery GoodExcellentExcellent12100