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S PEACH AVE over CENTRAL CANAL

Map 

Coordinates:
+36.71500, -119.71889
36°42'54" N, 119°43'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S PEACH AVE over CENTRAL CANAL
Structure number:42C0450
Location:AT CHURCH AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.5 ft. [4.1 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:73.2 ft. [22.3 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Year reconstructed:1991
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: March 2013 

Status:Open, no restriction [A]
Average daily traffic:7,575 [as of 2009]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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: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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
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:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201396.2Not deficient---7575
November 200997.7Not deficient---1400
November 200597.7Not deficient---1400
November 200397.7Not deficient---1400
November 200197.7Not deficient---1400
November 199997.7Not deficient---1400
June 199597.7Not deficient---1400
May 199397.7Not deficient---1400
December 199095.7Not deficient---1400