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E118-E210 CONN over PAXTON ST & FOOTHILL BL

Map 

Coordinates:
+34.28500, -118.40667
34°17'06" N, 118°24'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E118-E210 CONN over PAXTON ST & FOOTHILL BL
Structure number:53 2103G
Location:07-LA-118-R13.89-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:190.0 ft. [57.9 m]
Total length:674.9 ft. [205.7 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:28.5 ft. [8.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1975
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: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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:12,800 [as of 1998]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.8Not deficientGoodVery GoodVery Good12800
July 201296.8Not deficientSatisfactoryVery GoodGood12800
January 201196.8Not deficientGoodVery GoodGood12800
July 200896.8Not deficientGoodVery GoodGood12800
August 200696.8Not deficientGoodVery GoodGood12800
January 200596.8Not deficientGoodVery GoodGood12800
January 200396.8Not deficientGoodVery GoodGood12800
March 200196.8Not deficientGoodVery GoodGood12800
20000.0Not applicable---7000
January 199996.8Not deficientGoodVery GoodGood12800
February 199796.8Not deficientGoodVery GoodGood12800
February 199596.0Not deficientVery GoodVery GoodVery Good12800
January 199396.0Not deficientVery GoodVery GoodVery Good12800
June 199196.0Not deficientVery GoodVery GoodVery Good12800