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CENTRAL AVE over COMPTON CREEK

Map

Coordinates:
+33.92944, -118.25444
33°55'46" N, 118°15'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9997200
Reinforced Concrete Pileeach11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.25121300
Other Material Bridge Raillinear ft.2591240
Deck
Reinforced Concrete Slabsq. ft.6175704700
Wearing Surfacessq. ft.61703173000