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SR 118 over LIMEKILN CANYON

Map 

Coordinates:
+34.26667, -118.54833
34°16'00" N, 118°32'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 118 over LIMEKILN CANYON
Structure number:53 2502
Location:07-LA-118-R4.54-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:127.0 ft. [38.7 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:141.7 ft. [43.2 m]
Deck width edge-to-edge:148.0 ft. [45.1 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1980
Year reconstructed:1996
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:Concrete continuous [2]
Main spans 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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:162,000 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
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 deficientSatisfactoryVery GoodGood162000
May 201285.0Not deficientGoodVery GoodGood162000
October 201085.0Not deficientGoodVery GoodGood142000
May 200885.0Not deficientGoodVery GoodGood142000
June 200685.0Not deficientGoodVery GoodGood142000
December 200485.0Not deficientGoodVery GoodGood142000
January 200385.0Not deficientGoodVery GoodGood123000
November 200185.0Not deficientGoodVery GoodGood114600
February 200185.0Not deficientGoodVery GoodGood114600
December 199885.0Not deficientGoodVery GoodGood114600
January 199785.0Not deficientGoodVery GoodGood114600