Share:

W KEARNEY BLVD over DRY CREEK CANAL

Map 

Coordinates:
+36.72861, -119.83889
36°43'43" N, 119°50'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.8

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201797.8Good7 out of 10-1545
March 201397.8Good8 out of 10-1545
November 200997.8Good8 out of 10-1400
November 200597.8Good8 out of 10-1400
February 200598.0Good8 out of 10--
January 200398.0Good8 out of 10--
March 200198.0Good8 out of 10--
January 200198.0Good8 out of 10--