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LONGVIEW DR over I 80, RAMPS, LRT

Map 

Coordinates:
+38.64167, -121.39833
38°38'30" N, 121°23'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LONGVIEW DR over I 80, RAMPS, LRT
Structure number:24 0283
Location:03-SAC-080-M9.40-SAC
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:182.1 ft. [55.5 m]
Total length:491.2 ft. [149.7 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:23°
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 / HS 20 [5]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2010]
Truck traffic:15% of total traffic
Deck condition:Fair [5 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:85.6 tons [77.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201588.1Not deficientFairVery GoodGood7500
January 201388.1Not deficientFairVery GoodGood7500
March 201188.1Not deficientFairVery GoodGood7500
March 200989.5Not deficientSatisfactoryVery GoodGood6000
February 200789.5Not deficientSatisfactoryVery GoodGood6000
February 200589.5Not deficientGoodVery GoodGood6000
January 200389.5Not deficientGoodVery GoodGood6000
January 200189.5Not deficientGoodVery GoodGood6000
June 199589.5Not deficientGoodVery GoodGood6000
February 199289.5Not deficientGoodGoodGood6000