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INGLEWOOD BLVD over CENTINELA CREEK

Map 

Coordinates:
+33.98833, -118.40833
33°59'18" N, 118°24'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INGLEWOOD BLVD over CENTINELA CREEK
Structure number:53C1212
Location:BTW HAMMACK ST/BRAY ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:18,300 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:93.4 tons [84.9 metric tons]
Inventory rating:56.3 tons [51.2 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201595.3Not deficientVery GoodSatisfactoryGood18300
August 201383.0Not deficientFairFairGood18300
August 201183.0Not deficientFairFairGood18300
December 200995.4Not deficientGoodGoodGood17300
August 200795.4Not deficientGoodGoodGood17300
November 200495.4Not deficientGoodGoodGood17300
November 200095.7Not deficientGoodVery GoodGood13700
January 199895.7Not deficientGoodGoodGood13700
November 199695.7Not deficientGoodGoodGood13700
June 199596.0Not deficientVery GoodVery GoodVery Good13700
March 199396.0Not deficientVery GoodVery GoodVery Good13700
March 199196.0Not deficientVery GoodVery GoodVery Good13700