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COFFEE ROAD over CALLOWAY CANAL

Map

Coordinates:
+35.38750, -119.09207
35°23'15" N, 119°05'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COFFEE ROAD over CALLOWAY CANAL
Structure number:50C0324
Location:0.3 MI N OF ROSEDALE HWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:89.9 ft. [27.4 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40,900 [as of 2010]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:75.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2016Good7 out of 104090075.0
December 2012Good8 out of 104090089.1
December 2010Good8 out of 104090089.1
February 2007Fair6 out of 104090089.1
April 2005Fair6 out of 104090091.3
April 2003Good7 out of 10600096.2
April 2001Good7 out of 10600096.2
May 1999Good8 out of 10600096.2
May 1995Good8 out of 10600096.1
May 1993Good8 out of 10600096.1
February 1991Good8 out of 10600096.1