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INTERSTATE 280 over LAWRENCE EXPWY & CREEK

Map

Coordinates:
+37.32083, -121.99611
37°19'15" N, 121°59'46" 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:15.4 ft. [4.7 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 2016

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:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:82.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201682.9PoorPoorVery GoodVery GoodSD203000
December 201385.1FairFairVery GoodGood-203000
August 201286.3GoodGoodVery GoodGood-203000
February 201087.7GoodGoodVery GoodGood-174000
January 200887.7GoodGoodVery GoodGood-174000
January 200687.7GoodGoodVery GoodGood-174000
March 200485.0GoodGoodVery GoodGood-181300
March 200285.0GoodGoodVery GoodGood-181300
June 200085.0GoodGoodVery GoodGood-181300
January 200084.0GoodGoodVery GoodGood-181300
April 199884.0FairSatisfactoryGoodSatisfactory-181300
April 199683.0FairSatisfactorySatisfactorySatisfactory-170000
April 199483.0FairSatisfactorySatisfactorySatisfactory-170000
April 199296.0FairSatisfactorySatisfactorySatisfactory--

Element Data

Source: National Bridge Elements dataset, 2016 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.312311010