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INTERSTATE 80 EB over UP,BNSF,AMTRAK,ROSEVILLE

Map 

Coordinates:
+38.63833, -121.40500
38°38'18" N, 121°24'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 80 EB over UP,BNSF,AMTRAK,ROSEVILLE
Structure number:24 0193R
Location:03-SAC-080-M8.89-SAC
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:220.2 ft. [67.1 m]
Total length:1266.1 ft. [385.9 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:100,000 [as of 2010]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
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:88.8 tons [80.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$12,252,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201579.0Functionally obsoleteGoodVery GoodGood100000
January 201381.0Not deficientGoodVery GoodGood100000
March 201181.0Not deficientGoodVery GoodGood100000
April 200981.0Not deficientGoodVery GoodGood59500
March 200781.0Not deficientGoodVery GoodGood59500
February 200579.0Functionally obsoleteGoodVery GoodGood59500
January 200379.0Functionally obsoleteGoodVery GoodGood49050
November 200174.0Structurally deficientSeriousVery GoodGood49050
January 200179.0Functionally obsoleteGoodVery GoodGood49050
March 199579.0Functionally obsoleteGoodVery GoodGood49050
April 199379.0Functionally obsoleteSatisfactoryGoodGood42200
January 199179.0Functionally obsoleteSatisfactoryGoodGood42200