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NORDHOFF WAY over UP RR & LIMEKILN CHAN

Map

Coordinates:
+34.23294, -118.55800
34°13'59" N, 118°33'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORDHOFF WAY over UP RR & LIMEKILN CHAN
Structure number:53C1977
Location:0.3 M E/O CORBIN AVE
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:113.5 ft. [34.6 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,500 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:92.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairGoodGood2850092.2
December 2015FairSatisfactoryGoodVery Good2850093.3
December 2013FairSatisfactoryVery GoodSatisfactory2850093.3
December 2011FairSatisfactoryVery GoodSatisfactory2850093.3
January 2010FairSatisfactoryVery GoodGood2550095.6
December 2007FairSatisfactoryVery GoodGood2550095.6
September 2006FairSatisfactoryVery GoodGood2550095.6
January 2006FairSatisfactoryVery GoodGood2550093.6
February 2004GoodGoodVery GoodGood3507494.6
April 2001GoodGoodVery GoodVery Good3507494.6
April 2000GoodGoodVery GoodVery Good3507494.6
May 1997GoodGoodVery GoodVery Good3507494.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.6966300
Deck
Reinforced Concrete Top Flangesq. ft.1,9093451,56400
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.5853500
Steel Pileeach11000
Prestressed Concrete Pileeach11000
Joints
Pourable Jointlinear ft.56391700
Bridge Rail
Other Material Bridge Raillinear ft.1601402000