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SAN FERNANDO ST WB over GUADALUPE RIVER

Map 

Coordinates:
+37.33111, -121.89639
37°19'52" N, 121°53'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAN FERNANDO ST WB over GUADALUPE RIVER
Structure number:37C0203L
Location:PARK AVE & SANTA CLARA ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:81.0 ft. [24.7 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1988
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2013 

Status:Open, no restriction [A]
Average daily traffic:4,150 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201395.6Not deficientSatisfactoryVery GoodGood4150
July 200995.6Not deficientSatisfactoryVery GoodGood4150
August 200578.5Functionally obsoleteGoodVery GoodGood4150
November 200378.6Functionally obsoleteGoodVery GoodGood3000
December 200178.6Functionally obsoleteGoodVery GoodGood3000
January 200078.6Functionally obsoleteGoodVery GoodGood3000
December 199678.6Not deficientGoodVery GoodGood3000
January 199578.7Not deficientVery GoodVery GoodVery Good3000
April 199378.7Not deficientVery GoodVery GoodVery Good3000
March 199178.7Not deficientVery GoodVery GoodVery Good3000