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BRANFORD ST over PACOIMA WASH DIV CHANNEL

Map

Coordinates:
+34.23500, -118.42111
34°14'06" N, 118°25'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BRANFORD ST over PACOIMA WASH DIV CHANNEL
Structure number:53C1107
Location:0.1 MI S ARLELA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:75.1 ft. [22.9 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,188 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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 the assessed or calculated scour condition. [8]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:51.8 tons [47.1 metric tons]
Sufficiency rating:95.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201495.5GoodGoodGoodVery Good-16188
December 201295.5FairSatisfactorySatisfactoryGood-16188
March 201195.5FairSatisfactorySatisfactoryGood-16188
December 200895.7FairSatisfactorySatisfactoryGood-13600
May 200595.7FairSatisfactorySatisfactoryGood-13600
February 200095.9GoodGoodGoodGood-11900
February 199895.9GoodGoodGoodGood-11900
January 199595.9FairSatisfactoryGoodGood-11900
January 199396.1GoodVery GoodVery GoodVery Good-11900
December 199096.1GoodVery GoodVery GoodVery Good-11900