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N. MAPLE AVE over MILL DITCH

Map 

Coordinates:
+36.76500, -119.74528
36°45'54" N, 119°44'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. MAPLE AVE over MILL DITCH
Structure number:42C0217
Location:JUST SOUTH OF MCKINLEY AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:37.1 ft. [11.3 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:13,021 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:27.8 tons [25.3 metric tons]
Inventory rating:16.7 tons [15.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$458,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201565.0Functionally obsoleteFairGoodSatisfactory13021
March 201365.0Functionally obsoleteFairGoodSatisfactory13021
October 201193.1Not deficientFairGoodSatisfactory13021
November 200994.5Not deficientFairGoodSatisfactory3700
January 200894.5Not deficientFairGoodSatisfactory3700
November 200594.5Not deficientFairGoodSatisfactory3700
December 200483.4Not deficientFairGoodFair3700
November 200283.4Not deficientFairGoodFair3700
December 200094.5Not deficientFairGoodGood3700
December 199895.5Not deficientGoodGoodGood3700
September 199484.3Not deficientSatisfactoryFairSatisfactory3700
April 199284.3Not deficientSatisfactoryFairSatisfactory3700