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WESTMONT AVENUE over SAN TOMAS AQUINO CREEK

Map 

Coordinates:
+37.27083, -121.99083
37°16'15" N, 121°59'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WESTMONT AVENUE over SAN TOMAS AQUINO CREEK
Structure number:37C0386
Location:JUST EAST OF QUITTO RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:91.5 ft. [27.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2004]
Truck traffic:5% of total traffic
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:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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:99.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201699.3Not deficient---5000
March 201297.3Not deficient---5000
March 200897.3Not deficient---5000
March 200697.3Not deficient---5000
June 200497.7Not deficient---2000
January 200497.7Not deficient---2000
January 200297.7Not deficient---2000
December 200097.7Not deficient---2000
January 200097.7Not deficient---2000
October 199597.7Not deficient---2000