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STATE ROUTE 24 EB over CLAREMONT AVE

Map

Coordinates:
+37.84222, -122.25722
37°50'32" N, 122°15'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 24 EB over CLAREMONT AVE
Structure number:33 0414R
Location:04-ALA-024-R3.30-OAK
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:128.0 ft. [39.0 m]
Total length:606.0 ft. [184.7 m]
Roadway width between curbs:71.5 ft. [21.8 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1970
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:8
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:143,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:54.6 tons [49.6 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:82.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201682.7GoodVery GoodGoodVery Good-143000
February 201482.7FairGoodSatisfactoryGood-143000
February 201282.7FairGoodSatisfactoryGood-143000
March 201089.8FairSatisfactorySatisfactoryGood-70500
January 200884.3PoorSeriousSatisfactoryGoodSD70500
January 200684.3PoorSeriousSatisfactoryGoodSD70500
January 200484.0PoorSeriousSatisfactoryGoodSD73200
November 200186.2PoorPoorSatisfactoryGoodSD73200
May 200085.1PoorSeriousSatisfactoryGoodSD73200
December 199789.8FairSatisfactoryGoodGood-73200
September 199688.1FairFairGoodGood-59500
December 199390.4GoodGoodGoodGood-55650
September 199190.4GoodGoodGoodGood-55650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.185175910
Deck
Reinforced Concrete Top Flangesq. ft.4,5604,5105000
Concrete Protective Coatingsq. ft.4,4504,450000
Substructure
Reinforced Concrete Pier Walllinear ft.6868000
Reinforced Concrete Abutmentlinear ft.6868000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.2120001
Bearings
Enclosed/Concealed Bearingeach11000
Bridge Rail
Other Material Bridge Raillinear ft.396396000