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FOOTHILL BLVD over PACOIMA WASH

Map 

Coordinates:
+34.29611, -118.41833
34°17'46" N, 118°25'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FOOTHILL BLVD over PACOIMA WASH
Structure number:53C0958
Location:0.2 MILE SE MACLAY ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1923
Year reconstructed:1959
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:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:19,441 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:53.5 tons [48.6 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:69.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201669.7Not deficientVery GoodSatisfactoryVery Good19441
January 201469.7Not deficientSatisfactorySatisfactoryGood19441
January 201269.7Not deficientSatisfactorySatisfactoryGood19441
January 201069.6Not deficientSatisfactorySatisfactoryGood20000
January 200869.6Not deficientSatisfactorySatisfactoryGood20000
March 200769.6Not deficientSatisfactorySatisfactoryGood20000
May 200569.6Not deficientSatisfactoryGoodGood20000
June 200476.9Not deficientSatisfactoryGoodGood23100
May 200176.9Not deficientSatisfactoryGoodVery Good23100
May 199876.9Not deficientSatisfactoryGoodGood23100
November 199476.7Not deficientVery GoodVery GoodGood23100
October 199076.7Not deficientVery GoodVery GoodGood23100