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PACOIMA WA (E CONN over LAURAL CANYON BLVD

Map 

Coordinates:
+34.26667, -118.43833
34°16'00" N, 118°26'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PACOIMA WA (E CONN over LAURAL CANYON BLVD
Structure number:53 2346F
Location:07-LA-005-39.26-LA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:175.9 ft. [53.6 m]
Total length:383.9 ft. [117.0 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1976
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]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 1998]
Truck traffic:2% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201596.7Not deficientGoodVery GoodVery Good3500
February 201396.7Not deficientSatisfactoryVery GoodGood3500
February 201196.7Not deficientGoodVery GoodGood3500
February 200996.7Not deficientGoodVery GoodGood3500
March 200796.7Not deficientGoodVery GoodGood3500
March 200596.7Not deficientGoodVery GoodGood3500
April 200396.7Not deficientGoodVery GoodGood3500
November 200196.7Not deficientGoodVery GoodGood3500
April 199996.7Not deficientGoodVery GoodGood3500
April 199796.7Not deficientGoodVery GoodGood3500
September 199598.7Not deficientVery GoodVery GoodVery Good3500
April 199398.7Not deficientVery GoodVery GoodVery Good3500
August 199198.7Not deficientVery GoodVery GoodVery Good3500