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CENTRAL AVE over COMPTON CREEK

Map 

Coordinates:
+33.92944, -118.25444
33°55'46" N, 118°15'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CENTRAL AVE over COMPTON CREEK
Structure number:53C1122
Location:AT IMPERIAL HWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:77.1 ft. [23.5 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Skew angle:51°
Owner:City or Municipal Highway Agency [04]
Year built:1952
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:33,685 [as of 2010]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,330,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201573.9GoodGoodGoodVery GoodFO33685
July 201372.9FairFairSatisfactoryGoodFO33685
June 201173.9FairSatisfactorySatisfactoryGoodFO33685
August 200974.1FairSatisfactorySatisfactoryGoodFO32452
July 200792.9FairSatisfactorySatisfactoryGood-32452
August 200692.9FairSatisfactorySatisfactoryGood-32452
January 200492.9GoodGoodGoodGood-32452
May 200195.4GoodGoodGoodGood-16600
April 199895.4GoodGoodGoodGood-16600
April 199595.4GoodGoodGoodGood-16600
January 199395.8GoodVery GoodVery GoodVery Good-16600
January 199195.8GoodVery GoodVery GoodVery Good-16600