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56TH AVE over SOUTH SACRAMENTO DRAIN

Map 

Coordinates:
+38.50139, -121.51694
38°30'05" N, 121°31'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:56TH AVE over SOUTH SACRAMENTO DRAIN
Structure number:24C0289
Location:100' E/O RTE 5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,101 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:31.7 tons [28.8 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:65.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201765.0FairFairFairGood-3101
January 201576.1FairSatisfactorySatisfactoryVery Good-3101
May 201275.1FairSatisfactoryGoodGood-3101
May 201072.5PoorPoorGoodGoodSD1060
October 200872.5PoorPoorGoodGoodSD1060
July 200672.5PoorPoorGoodGoodSD1060
May 200472.5PoorPoorGoodGoodSD1060
November 200372.5PoorPoorGoodGoodSD1060
February 200272.5PoorPoorGoodGoodSD1060
September 199475.4GoodGoodGoodGood-1800
August 199275.2FairSatisfactoryGoodGood-1800
May 199075.2FairSatisfactoryGoodGood-1800