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S980-JACKSON ST OF over WASH,BROAD,RT260,WEB,5TH

Map 

Coordinates:
+37.79667, -122.27333
37°47'48" N, 122°16'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S980-JACKSON ST OF over WASH,BROAD,RT260,WEB,5TH
Structure number:33 0485K
Location:04-ALA-980-0.01-OAK
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.9 ft. [45.7 m]
Total length:1681.2 ft. [512.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1985
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:18
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:9,700 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.1Not deficientGoodVery GoodGood9700
May 201290.0Functionally obsoleteGoodVery GoodGood9700
June 201090.0Functionally obsoleteGoodVery GoodGood9700
May 200890.0Functionally obsoleteGoodVery GoodGood9700
May 200687.0Structurally deficientPoorVery GoodGood9700
May 200484.9Structurally deficientSeriousVery GoodGood9700
May 200284.9Structurally deficientSeriousVery GoodGood9700
June 200084.9Structurally deficientSeriousVery GoodGood9700
20000.0Not applicable---64000
April 199595.0Functionally obsoleteGoodGoodGood201
April 199395.0Not deficientGoodGoodGood201
October 199195.0Not deficientGoodGoodGood201