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E CHURCH AVE over CENTRAL CANAL

Map 

Coordinates:
+36.71500, -119.72083
36°42'54" N, 119°43'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E CHURCH AVE over CENTRAL CANAL
Structure number:42C0303
Location:0.17 MI WEST OF PEACH AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Owner:City or Municipal Highway Agency [04]
Year built: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:5,341 [as of 2005]
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: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]
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:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201397.3Not deficient---5341
November 200997.9Not deficient---600
November 200597.9Not deficient---600
November 200397.9Not deficient---600
November 200197.9Not deficient---600
November 199997.9Not deficient---600
April 199797.9Not deficient---600
July 199559.1Not deficient---600
July 199397.9Not deficient---600
December 199044.1Not deficientSatisfactorySatisfactorySatisfactory392