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N405-E105 CONNECTR over FELTON ST & SUNDALE AVE

Map 

Coordinates:
+33.93000, -118.36833
33°55'48" N, 118°22'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N405-E105 CONNECTR over FELTON ST & SUNDALE AVE
Structure number:53 2696G
Location:07-LA-405-R21.02-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.9 ft. [45.7 m]
Total length:1394.1 ft. [424.9 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
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 2015 

Status:Open, no restriction [A]
Average daily traffic:12,405 [as of 2012]
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:58.9 tons [53.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.8Not deficientVery GoodVery GoodVery Good12405
May 201396.8Not deficientGoodVery GoodGood12405
May 201196.8Not deficientGoodVery GoodGood12405
May 200996.8Not deficientGoodVery GoodGood12405
October 200796.8Not deficientGoodVery GoodGood12405
April 200696.8Not deficientGoodVery GoodGood12405
May 200496.8Not deficientGoodVery GoodGood12405
May 200296.8Not deficientGoodVery GoodGood12405
August 200196.8Not deficientGoodVery GoodGood12405
20000.0Not applicable----
September 199875.5Not deficientGoodVery GoodGood12405
June 199475.8Not deficientVery GoodVery GoodVery Good12405