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STOCKTON BLVD over MORRISON CREEK TRIBUTARY

Map 

Coordinates:
+38.50500, -121.43278
38°30'18" N, 121°25'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STOCKTON BLVD over MORRISON CREEK TRIBUTARY
Structure number:24C0096
Location:0.1 MI S OF FOWLER AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:18.7 ft. [5.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:75.5 ft. [23.0 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1924
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:31,044 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.3 tons [36.6 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201477.9Not deficientVery GoodVery GoodVery Good31044
April 201274.6Not deficientGoodGoodGood31044
June 200874.6Not deficientGoodGoodGood31044
April 200678.4Not deficientGoodGoodGood16300
May 200478.4Not deficientGoodGoodGood16300
April 200278.4Not deficientGoodGoodGood16300
May 199978.4Not deficientGoodGoodVery Good16300
August 199578.4Not deficientGoodGoodGood16300
August 199267.3Not deficientGoodSatisfactoryFair16300
March 199067.3Not deficientGoodSatisfactoryFair16300