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STATE ROUTE 237 EB over SAN TOMAS AQUINO CREEK

Map

Coordinates:
+37.41417, -121.98028
37°24'51" N, 121°58'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 237 EB over SAN TOMAS AQUINO CREEK
Structure number:37 0159R
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:41.0 ft. [12.5 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1994
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: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:62,500 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201555.0PoorPoorPoorGoodSD62500
April 201382.2FairFairGoodGood-62500
April 201182.2FairFairGoodGood-62500
May 200985.1FairFairGoodGood-58500
April 200785.1FairFairGoodGood-58500
April 200685.1FairFairGoodGood-58500
March 200485.1FairFairGoodGood-58500
April 200289.5FairSatisfactoryGoodGood-44750
September 200089.5GoodGoodGoodGood-44750
August 199889.5GoodGoodGoodGood-44750
May 199591.0-----40000
June 199385.0GoodGoodGoodGood-36800
January 199185.0GoodVery GoodVery GoodGood-36800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.7272000
Reinforced Concrete Abutmentlinear ft.4440400
Prestressed Concrete Pileeach11000
Joints
Compression Jointlinear ft.3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.122122000
Deck
Reinforced Concrete Slabsq. ft.1,100081,0920