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N FULTON AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.75278, -119.80000
36°45'10" N, 119°47'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N FULTON AVE over DRY CREEK CANAL
Structure number:42C0210
Location:AT DUDLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1911
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,818 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:25.6 tons [23.3 metric tons]
Inventory rating:15.3 tons [13.9 metric tons]
Sufficiency rating:55.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$356,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201755.7FairGoodFairFairFO7818
February 201555.7FairGoodFairGoodFO7818
March 201355.7FairGoodFairGoodFO7818
October 201162.8FairGoodFairGood-7818
December 200962.8FairGoodFairGood-8000
January 200862.8FairGoodFairSatisfactory-8000
November 200562.8FairGoodFairSatisfactory-8000
November 200362.8FairGoodFairSatisfactory-8000
November 200162.8FairGoodFairSatisfactory-8000
November 199938.5PoorGoodSeriousGoodSD8000
February 199862.8FairGoodFairGood-8000
December 199662.8FairGoodFairGood-8000
September 199457.9FairFairFairFairFO8000
April 199255.3FairFairFairFairFO8000