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N. CLOVIS AVE over MILL DITCH

Map 

Coordinates:
+36.76500, -119.70028
36°45'54" N, 119°42'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. CLOVIS AVE over MILL DITCH
Structure number:42C0105
Location:JUST SOUTH OF MCKINLEY AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:13.5 ft. [4.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans 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:35,496 [as of 2008]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:29.6 tons [26.9 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:63.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201563.3Not deficientGoodGoodGood35496
March 201363.3Not deficientGoodGoodGood35496
November 200972.0Functionally obsoleteGoodGoodGood23160
November 200592.6Not deficientGoodGoodGood23160
December 200492.6Not deficientGoodGoodGood23160
November 200289.4Structurally deficientPoorGoodGood23160
December 200089.4Structurally deficientPoorGoodGood23160
November 199989.4Structurally deficientPoorGoodGood23160
December 199692.6Not deficient---23160
July 199492.8Not deficient---23160
April 199292.8Not deficient---23160