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TILLAMOOK STREET over B-163 LOWER ALBINA BR.

Map 

Coordinates:
+44.03291, -121.32146
44°01'58" N, 121°19'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TILLAMOOK STREET over B-163 LOWER ALBINA BR.
Structure number:19643 000 00000
Location:0.27 MI SW OF FREEMONT BR
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:137.8 ft. [42.0 m]
Total length:480.0 ft. [146.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:1,561 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:24.2 tons [22.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201567.4Functionally obsoleteGoodSatisfactoryGood1561
March 201390.8Not deficientGoodSatisfactoryGood1561
March 201190.8Not deficientGoodSatisfactoryGood1561
February 200990.8Not deficientGoodGoodGood1561
July 200792.8Not deficientGoodGoodGood1501
May 200592.8Not deficientGoodGoodGood1501
June 200392.8Not deficientGoodVery GoodVery Good1501