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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:66.6 ft. [20.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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 2015 

Status:Open, no restriction [A]
Average daily traffic:3,101 [as of 2005]
Truck traffic:10% 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: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:76.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201576.1Not deficientSatisfactorySatisfactoryVery Good3101
May 201275.1Not deficientSatisfactoryGoodGood3101
May 201072.5Structurally deficientPoorGoodGood1060
October 200872.5Structurally deficientPoorGoodGood1060
July 200672.5Structurally deficientPoorGoodGood1060
May 200472.5Structurally deficientPoorGoodGood1060
November 200372.5Structurally deficientPoorGoodGood1060
February 200272.5Structurally deficientPoorGoodGood1060
September 199475.4Not deficientGoodGoodGood1800
August 199275.2Not deficientSatisfactoryGoodGood1800
May 199075.2Not deficientSatisfactoryGoodGood1800