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S WILLOW AVE over CENTRAL CANAL

Map 

Coordinates:
+36.71000, -119.72694
36°42'36" N, 119°43'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S WILLOW AVE over CENTRAL CANAL
Structure number:42C0521
Location:0.17 MI N JENSEN AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.7 ft. [11.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:3,507 [as of 2010]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$235,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201578.6Functionally obsoleteSatisfactoryGoodVery Good3507
March 201378.6Functionally obsoleteSatisfactoryGoodVery Good3507
October 201178.6Functionally obsoleteSatisfactoryGoodVery Good3507
November 200991.3Not deficientSatisfactoryGoodVery Good1800
January 200891.3Not deficientSatisfactoryGoodVery Good1800
November 200591.3Not deficientSatisfactoryGoodGood1800
November 200391.3Not deficientSatisfactoryGoodGood1800
November 200191.3Not deficientGoodGoodGood1800
November 199991.3Not deficientGoodGoodGood1800
December 199599.9Not deficientExcellentExcellentExcellent1000
January 199427.8Structurally deficientSatisfactoryFairSatisfactory1100
December 199023.4Structurally deficientSatisfactoryFairSatisfactory1100