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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: January 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,507 [as of 2010]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201778.6GoodGoodGoodGoodFO3507
February 201578.6FairSatisfactoryGoodVery GoodFO3507
March 201378.6FairSatisfactoryGoodVery GoodFO3507
October 201178.6FairSatisfactoryGoodVery GoodFO3507
November 200991.3FairSatisfactoryGoodVery Good-1800
January 200891.3FairSatisfactoryGoodVery Good-1800
November 200591.3FairSatisfactoryGoodGood-1800
November 200391.3FairSatisfactoryGoodGood-1800
November 200191.3GoodGoodGoodGood-1800
November 199991.3GoodGoodGoodGood-1800
December 199599.9GoodExcellentExcellentExcellent-1000
January 199427.8FairSatisfactoryFairSatisfactorySD1100
December 199023.4FairSatisfactoryFairSatisfactorySD1100