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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201490.2GoodGoodGoodGood-12000
August 201290.2FairGoodGoodSatisfactory-11880
October 201090.2GoodGoodGoodGood-11880
August 200890.2GoodGoodGoodGood-11880
July 200690.2GoodGoodGoodGood-11880
October 200490.2GoodGoodGoodGood-11880
December 200290.2GoodGoodGoodGood-11880
December 200090.2GoodGoodGoodGood-11880
March 200090.2GoodGoodGoodGood-11880
July 199890.2FairGoodGoodSatisfactory-11880
July 199690.2GoodGoodGoodGood-11880
July 199490.1GoodVery GoodVery GoodVery Good-11880
March 199390.1GoodVery GoodVery GoodVery Good-11880
May 199190.1GoodVery GoodVery GoodVery Good-11880