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NE 33rd Ave over B-9 Over NE Lombard

Map 

Coordinates:
+45.57245, -122.63028
45°34'21" N, 122°37'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NE 33rd Ave over B-9 Over NE Lombard
Structure number:20133 000 00014
Location:1 Block N of Deckum St
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.1 ft. [30.8 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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:8,416 [as of 2010]
Truck traffic:20% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:68.9 tons [62.6 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201495.2Not deficientGoodGoodGood8416
July 201277.0Not deficientGoodGoodGood8416
August 201077.0Not deficientGoodGoodGood8416
November 200877.0Not deficientGoodGoodGood8416
August 200777.0Not deficientGoodGoodSatisfactory8090
January 200279.0Not deficientExcellentExcellentExcellent8090