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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201555.0Structurally deficientPoorPoorGood62500
April 201382.2Not deficientFairGoodGood62500
April 201182.2Not deficientFairGoodGood62500
May 200985.1Not deficientFairGoodGood58500
April 200785.1Not deficientFairGoodGood58500
April 200685.1Not deficientFairGoodGood58500
March 200485.1Not deficientFairGoodGood58500
April 200289.5Not deficientSatisfactoryGoodGood44750
September 200089.5Not deficientGoodGoodGood44750
August 199889.5Not deficientGoodGoodGood44750
May 199591.0Not deficient---40000
June 199385.0Not deficientGoodGoodGood36800
January 199185.0Not deficientVery GoodVery GoodGood36800