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W KEARNEY BLVD over DRY CREEK CANAL

Map

Coordinates:
+36.72811, -119.83904
36°43'41" N, 119°50'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W KEARNEY BLVD over DRY CREEK CANAL
Structure number:42C0627
Location:0.17 MI WEST OF HUGHES AV
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:117.8 ft. [35.9 m]
Deck width edge-to-edge:121.1 ft. [36.9 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,545 [as of 2009]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10154597.8
March 2013Good8 out of 10154597.8
November 2009Good8 out of 10140097.8
November 2005Good8 out of 10140097.8
February 2005Good8 out of 10-98.0
January 2003Good8 out of 10-98.0
March 2001Good8 out of 10-98.0
January 2001Good8 out of 10-98.0