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BELHA WAY over SILVERADO CANYON CREEK

Map

Coordinates:
+33.74583, -117.59167
33°44'45" N, 117°35'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BELHA WAY over SILVERADO CANYON CREEK
Structure number:55C0183
Location:50' N/O SILVERADO CYN RD.
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:12.8 ft. [3.9 m]
Skew angle:21°
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:65.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$43,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201565.1GoodVery GoodVery GoodVery GoodFO100
December 201365.1GoodGoodGoodGoodFO100
July 201168.9GoodGoodGoodGoodFO100
May 200969.5GoodGoodGoodGoodFO50
May 200769.5GoodGoodGoodGoodFO50
February 200569.5GoodGoodGoodGoodFO50
January 200369.8GoodGoodGoodGoodFO25
May 200168.8GoodGoodGoodGoodFO25
February 199968.8FairGoodGoodSatisfactoryFO25
July 199568.7GoodVery GoodVery GoodVery GoodFO25
April 199368.7GoodVery GoodVery GoodVery GoodFO25
April 199168.7GoodVery GoodVery GoodVery GoodFO25