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N WISHON AVE over HERNDON CANAL

Map 

Coordinates:
+36.78667, -119.80250
36°47'12" N, 119°48'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N WISHON AVE over HERNDON CANAL
Structure number:42C0333
Location:SOUTH OF LANSING WAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:800 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:75.6 tons [68.7 metric tons]
Inventory rating:45.7 tons [41.5 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201497.9Not deficientSatisfactorySatisfactoryVery Good800
February 201396.9Not deficientFairGoodGood800
December 201096.7Not deficientFairGoodGood2900
December 200896.7Not deficientFairGoodGood2900
December 200497.7Not deficientSatisfactoryGoodGood2900
November 200297.7Not deficientSatisfactoryGoodGood2900
November 200097.7Not deficientSatisfactoryGoodGood2900
December 199897.7Not deficientSatisfactoryGoodGood2900
November 199497.8Not deficientVery GoodVery GoodVery Good2100
May 199297.8Not deficientVery GoodVery GoodVery Good2100