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PAYNE AVE over SAN TOMAS AQUINO CREEK

Map 

Coordinates:
+37.30167, -121.96333
37°18'06" N, 121°57'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PAYNE AVE over SAN TOMAS AQUINO CREEK
Structure number:37C0281
Location:AT SAN TOMAS EXPWY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.1 ft. [11.0 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:97.1 ft. [29.6 m]
Deck width edge-to-edge:140.1 ft. [42.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201490.2Not deficientGoodGoodGood12000
August 201290.2Not deficientGoodGoodSatisfactory11880
October 201090.2Not deficientGoodGoodGood11880
August 200890.2Not deficientGoodGoodGood11880
July 200690.2Not deficientGoodGoodGood11880
October 200490.2Not deficientGoodGoodGood11880
December 200290.2Not deficientGoodGoodGood11880
December 200090.2Not deficientGoodGoodGood11880
March 200090.2Not deficientGoodGoodGood11880
July 199890.2Not deficientGoodGoodSatisfactory11880
July 199690.2Not deficientGoodGoodGood11880
July 199490.1Not deficientVery GoodVery GoodVery Good11880
March 199390.1Not deficientVery GoodVery GoodVery Good11880
May 199190.1Not deficientVery GoodVery GoodVery Good11880