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INTERSTATE 280 over LAWRENCE EXPWY & CREEK

Map

Coordinates:
+37.32093, -121.99528
37°19'15" N, 121°59'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 280 over LAWRENCE EXPWY & CREEK
Structure number:37 0210
Location:04-SCL-280-7.12-SJS
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.9 ft. [26.5 m]
Total length:317.9 ft. [96.9 m]
Roadway width between curbs:149.9 ft. [45.7 m]
Deck width edge-to-edge:154.5 ft. [47.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1991
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:5
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:203,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Poor [4 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:82.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorPoorGoodGood20300082.9
January 2016PoorPoorVery GoodVery Good20300082.9
December 2013FairFairVery GoodGood20300085.1
August 2012GoodGoodVery GoodGood20300086.3
February 2010GoodGoodVery GoodGood17400087.7
January 2008GoodGoodVery GoodGood17400087.7
January 2006GoodGoodVery GoodGood17400087.7
March 2004GoodGoodVery GoodGood18130085.0
March 2002GoodGoodVery GoodGood18130085.0
June 2000GoodGoodVery GoodGood18130085.0
January 2000GoodGoodVery GoodGood18130084.0
April 1998FairSatisfactoryGoodSatisfactory18130084.0
April 1996FairSatisfactorySatisfactorySatisfactory17000083.0
April 1994FairSatisfactorySatisfactorySatisfactory17000083.0
April 1992FairSatisfactorySatisfactorySatisfactory-96.0

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.9797000
Reinforced Concrete Closed Web/Box Girderlinear ft.194194000
Deck
Reinforced Concrete Top Flangesq. ft.4,431004,4310
Substructure
Reinforced Concrete Columneach4040000
Reinforced Concrete Abutmentlinear ft.126126000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.3737000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.312309210