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JEFFERSON ST over HWY 61

Map 

Coordinates:
+45.51699, -122.68788
45°31'01" N, 122°41'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEFFERSON ST over HWY 61
Structure number:09252 061 00177
Location:0.2 MI S OF TAYLOR ST
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:129.6 ft. [39.5 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1967
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:93,500 [as of 2010]
Truck traffic:9% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.2 tons [40.2 metric tons]
Inventory rating:34.2 tons [31.1 metric tons]
Sufficiency rating:78.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201578.5Not deficientSatisfactoryGoodGood93500
July 201379.0Not deficientSatisfactoryGoodGood93500
July 201164.0Not deficientSatisfactoryGoodGood93500
May 201064.0Not deficientSatisfactoryGoodGood93500
May 200867.9Not deficientSatisfactoryGoodGood93500
May 200681.0Not deficientSatisfactoryGoodGood8652
May 200481.0Not deficientSatisfactoryGoodGood8400
March 200268.7Not deficientSatisfactoryVery GoodVery Good121680
March 200068.9Not deficientSatisfactoryVery GoodVery Good93600
20000.0Not applicable---56800
March 199876.7Not deficientSatisfactoryVery GoodVery Good19000
March 199677.2Not deficientSatisfactoryVery GoodVery Good19000
March 199477.2Not deficientSatisfactoryVery GoodVery Good19000
March 199282.2Not deficientSatisfactoryVery GoodVery Good19000
March 199081.2Not deficientSatisfactoryVery GoodVery Good18700