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PRAIRIE ST over LIMEKILN CANYON WASH

Map 

Coordinates:
+34.24000, -118.56333
34°14'24" N, 118°33'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRAIRIE ST over LIMEKILN CANYON WASH
Structure number:53C1756
Location:0.1 W/O CORBIN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:25.3 ft. [7.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:96.6 tons [87.8 metric tons]
Inventory rating:58.1 tons [52.8 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201597.7Not deficientSatisfactorySatisfactoryGood3700
March 201390.6Not deficientFairGoodGood3700
May 201190.7Not deficientFairGoodGood3000
March 200990.7Not deficientFairGoodGood3000
August 200696.7Not deficientFairGoodGood3000
February 200497.8Not deficientGoodGoodGood2000
April 200197.8Not deficientGoodGoodGood2000
March 199997.8Not deficientGoodGoodGood2000
May 199797.8Not deficientGoodGoodGood2000
December 199497.8Not deficientGoodGoodGood2000
November 199297.9Not deficientGoodVery GoodVery Good2000
November 199097.9Not deficientVery GoodVery GoodVery Good2000