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ASH CR RD over SACRAMENTO RIV OVERFLOW

Map

Coordinates:
+40.41624, -122.19799
40°24'58" N, 122°11'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ASH CR RD over SACRAMENTO RIV OVERFLOW
Structure number:06C0233
Location:1.0 MI E BALLS FERRY RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:36.1 ft. [11.0 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:850 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,333,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016PoorPoorGoodGood85049.8
October 2014FairSatisfactoryVery GoodVery Good85052.9
October 2012PoorPoorGoodGood85049.8
October 2010PoorPoorGoodGood70060.2
October 2008PoorPoorGoodGood70060.2
October 2006PoorPoorGoodGood70060.2
April 2004GoodGoodGoodGood70063.3
April 2002GoodGoodGoodGood70063.3
March 2000GoodGoodGoodGood70063.3
April 1996FairSatisfactorySatisfactorySatisfactory70059.5
May 1994FairSatisfactorySatisfactorySatisfactory70059.5
August 1992FairSatisfactorySatisfactorySatisfactory70062.3