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E&W2-N5 CONNECTOR over GILROY STREET

Map 

Coordinates:
+34.10500, -118.25167
34°06'18" N, 118°15'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E&W2-N5 CONNECTOR over GILROY STREET
Structure number:53 0164H
Location:07-LA-002-15.30-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:50.9 ft. [15.5 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:12,600 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201598.8Not deficientVery GoodVery GoodVery Good12600
November 201398.8Not deficientGoodGoodGood12600
November 201198.8Not deficientGoodGoodGood12600
November 200998.8Not deficientGoodGoodGood12600
March 200898.8Not deficientGoodGoodGood12600
August 200698.8Not deficientGoodGoodGood12600
July 200498.8Not deficientGoodGoodGood12600
August 200298.8Not deficientGoodGoodGood12600
August 200096.8Not deficientGoodGoodGood12600
July 199896.8Not deficientGoodGoodGood12600
July 199697.0Not deficientVery GoodVery GoodVery Good12600
September 199497.2Not deficientVery GoodVery GoodVery Good10300
June 199297.2Not deficientVery GoodVery GoodVery Good10300