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N VAN NESS AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.75389, -119.79889
36°45'14" N, 119°47'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N VAN NESS AVE over DRY CREEK CANAL
Structure number:42C0205
Location:0.2 MI S OLIVE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:51.5 ft. [15.7 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:7,900 [as of 2009]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:77.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201577.6Not deficient---7900
March 201377.6Not deficient---7900
October 201185.2Not deficient---7900
December 200984.9Not deficient---10200
January 200868.6Structurally deficient---10200
November 200568.6Structurally deficient---10200
November 200368.6Structurally deficient---10200
November 200168.6Structurally deficient---10200
November 199996.0Not deficient---10200
September 199496.2Not deficient---10200
April 199296.2Not deficient---10200