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FOURTH ST over LORENA ST & BERNAL AVE

Map

Coordinates:
+34.03444, -118.19833
34°02'04" N, 118°11'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOURTH ST over LORENA ST & BERNAL AVE
Structure number:53C0331
Location:AT LORENA ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,480 [as of 2008]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:80.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,277,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201580.8GoodGoodGoodVery GoodFO17480
June 201369.5FairSatisfactorySatisfactoryFairFO17480
June 201169.5FairSatisfactorySatisfactoryFairFO17480
July 200980.4FairSatisfactorySatisfactorySatisfactoryFO21600
January 200780.4FairSatisfactorySatisfactorySatisfactoryFO21600
April 200580.4FairGoodSatisfactorySatisfactoryFO21600
September 200080.7GoodGoodVery GoodVery GoodFO21600
August 199880.7GoodGoodGoodGoodFO21600
October 199680.7FairSatisfactoryGoodGoodFO21600
May 199680.7FairSatisfactoryGoodGoodFO21600
March 199481.0FairGoodSatisfactoryGoodFO21600
February 199281.0FairGoodSatisfactoryGoodFO21600
March 199081.0FairGoodSatisfactoryGoodFO21600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5695125700
Deck
Reinforced Concrete Decksq. ft.2,0331,83320000
Wearing Surfacessq. ft.2,0331,73330000
Superstructure
Reinforced Concrete Archlinear ft.324324000
Substructure
Reinforced Concrete Columneach108108000
Reinforced Concrete Abutmentlinear ft.4440400
Reinforced Concrete Pier Caplinear ft.584584000
Joints
Pourable Jointlinear ft.176176000
Bearings
Movable Bearingeach3838000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3022921000