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E118-TAMPA AVE OFF over LIMEKILN CANYON WASH

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:E118-TAMPA AVE OFF over LIMEKILN CANYON WASH
Structure number:53 2502S
Location:07-LA-118-R4.60-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1980
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:6,300 [as of 1998]
Truck traffic:2% 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:Equal to present minimum criteria [6]
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:99.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.1Not deficientSatisfactoryVery GoodGood6300
May 201299.1Not deficientGoodVery GoodGood6300
October 201099.1Not deficientGoodVery GoodGood6300
May 200899.1Not deficientGoodVery GoodGood6300
June 200699.1Not deficientGoodVery GoodGood6300
December 200499.1Not deficientGoodVery GoodGood6300
January 200399.1Not deficientGoodVery GoodGood6300
November 200199.1Not deficientGoodVery GoodGood6300
February 200199.1Not deficientGoodVery GoodGood6300
December 199899.1Not deficientGoodVery GoodGood6300
January 199797.5Not deficientGoodVery GoodGood3660
January 199597.4Not deficientExcellentExcellentExcellent3660
January 199397.4Not deficientExcellentExcellentExcellent3660
April 199197.4Not deficientExcellentExcellentExcellent3660