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N FOWLER AVE over FANCHER CREEK CANAL

Map 

Coordinates:
+36.74389, -119.68194
36°44'38" N, 119°40'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N FOWLER AVE over FANCHER CREEK CANAL
Structure number:42C0566
Location:NORTH OF TULARE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:104.3 ft. [31.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:22,391 [as of 2006]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.5 tons [39.5 metric tons]
Inventory rating:26.1 tons [23.7 metric tons]
Sufficiency rating:80.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201580.6Not deficientGoodGoodGood22391
March 201380.6Not deficientGoodGoodGood22391
October 201180.6Not deficientGoodGoodGood22391
November 200985.5Not deficientGoodGoodGood6800
January 200893.0Not deficientGoodGoodGood6800
November 200593.0Not deficientGoodGoodGood6800
November 200393.0Not deficientGoodGoodGood6800
November 200193.0Not deficientGoodGoodGood6800
November 199993.0Not deficientGoodGoodGood6800
June 199592.7Not deficientSatisfactoryGoodSatisfactory6800
May 199392.7Not deficientSatisfactoryGoodSatisfactory6800
January 199191.7Not deficientSatisfactoryGoodSatisfactory6800