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GREAT AMERICA-W237 over SAN TOMAS AQUINO CREEK

Map

Coordinates:
+37.41472, -121.98028
37°24'53" N, 121°58'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GREAT AMERICA-W237 over SAN TOMAS AQUINO CREEK
Structure number:37 0159K
Location:04-SCL-237-R5.68-SJS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:42.0 ft. [12.8 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201568.4PoorPoorPoorVery GoodSD4500
April 201199.0FairSatisfactoryGoodGood-4500
April 200799.0FairSatisfactoryGoodGood-4500
April 200699.0FairSatisfactoryGoodGood-4500
March 200499.0FairSatisfactoryGoodGood-4500
April 200299.0GoodGoodGoodGood-4500
September 200098.9GoodGoodGoodGood-4500
August 1998100.0GoodGoodGoodGood--
May 199598.0------

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.3434000
Reinforced Concrete Abutmentlinear ft.2525000
Prestressed Concrete Pileeach11000
Joints
Compression Jointlinear ft.1717000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.122122000
Deck
Reinforced Concrete Slabsq. ft.520025180