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VINCI AVE over MAGPIE CREEK DIVERSION

Map 

Coordinates:
+38.66500, -121.43083
38°39'54" N, 121°25'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VINCI AVE over MAGPIE CREEK DIVERSION
Structure number:24C0224
Location:0.4 MI E OF DRY CR RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:23.0 ft. [7.0 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:32.5 ft. [9.9 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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Bridge closed to all traffic [K]
Average daily traffic:100 [as of 2002]
Truck traffic:10% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:58.4 tons [53.1 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201699.9Not deficientGoodGoodGood100
February 201496.9Not deficientGoodGoodGood100
January 201297.0Not deficientGoodGoodGood1
March 201040.9Structurally deficientGoodGoodGood200
January 200840.9Structurally deficientGoodGoodGood200
January 200497.0Not deficientGoodGoodGood200
June 200297.0Not deficientGoodGoodGood200
June 199597.0Not deficientGoodGoodGood100
September 199297.0Not deficientGoodGoodGood100
April 199097.0Not deficientGoodGoodGood100