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SE BYBEE BLVD over B-171 BYBEE BRIDGE

Map 

Coordinates:
+45.47428, -122.63957
45°28'27" N, 122°38'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SE BYBEE BLVD over B-171 BYBEE BRIDGE
Structure number:19732 000 00001
Location:SE 99E & SE BYBEE BLVD
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:131.2 ft. [40.0 m]
Total length:335.6 ft. [102.3 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:19,239 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201471.3Functionally obsoleteGoodGoodGood19239
August 201275.5Not deficientGoodGoodGood19239
September 201075.5Not deficientGoodGoodGood19239
January 200975.5Not deficientVery GoodVery GoodVery Good19239
July 200777.7Not deficientVery GoodVery GoodVery Good18494
March 200577.7Not deficientExcellentExcellentExcellent18494
February 200576.6Not deficientExcellentExcellentExcellent18494