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S CLOVIS AVE over FANCHER CREEK CANAL

Map 

Coordinates:
+36.74000, -119.70000
36°44'24" N, 119°42'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S CLOVIS AVE over FANCHER CREEK CANAL
Structure number:42C0032
Location:0.3 MI N OF S.R. 180
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:15.1 ft. [4.6 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:80.7 ft. [24.6 m]
Deck width edge-to-edge:102.0 ft. [31.1 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]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:30,853 [as of 2010]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:85.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201585.7Not deficient---30853
March 201385.7Not deficient---30853
November 200994.1Not deficient---27700
November 200594.1Not deficient---27700
November 200394.1Not deficient---27700
November 200194.1Not deficient---27700
November 199988.9Not deficientSatisfactoryGoodSatisfactory27700
December 199688.9Not deficient---27700
July 199478.0Not deficient---27700
April 199282.2Not deficient---27700