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SR 118 EB over BULL CREEK CANYON CHAN

Map 

Coordinates:
+34.27000, -118.48667
34°16'12" N, 118°29'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 118 EB over BULL CREEK CANYON CHAN
Structure number:53 2794R
Location:07-LA-118-R8.84-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:128.9 ft. [39.3 m]
Total length:321.9 ft. [98.1 m]
Roadway width between curbs:112.2 ft. [34.2 m]
Deck width edge-to-edge:117.5 ft. [35.8 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:117,500 [as of 2009]
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201485.0Not deficientGoodVery GoodGood117500
May 201285.0Not deficientGoodVery GoodGood117500
October 201085.2Not deficientGoodVery GoodGood105000
May 200885.2Not deficientGoodVery GoodGood105000
June 200685.2Not deficientGoodVery GoodGood105000
December 200485.2Not deficientGoodVery GoodGood105000
January 200387.7Not deficientGoodVery GoodGood87500
March 200188.9Not deficientGoodVery GoodGood78900
January 199988.9Not deficientGoodVery GoodGood78900
January 199786.9Not deficientGoodVery GoodGood93500
January 199586.0Not deficientVery GoodVery GoodVery Good93500