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STATE ROUTE 160 EB over AMERICAN RIVER

Map 

Coordinates:
+38.59611, -121.47611
38°35'46" N, 121°28'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 160 EB over AMERICAN RIVER
Structure number:24 0001R
Location:03-SAC-160-R44.46-SAC
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:132.9 ft. [40.5 m]
Total length:660.1 ft. [201.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,500 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:49.2 tons [44.7 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:62.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201562.6GoodVery GoodVery GoodGood-26500
May 201362.6GoodVery GoodVery GoodVery Good-26500
May 201162.6GoodGoodGoodGood-26500
May 201062.6GoodGoodGoodGood-26500
March 200861.3GoodGoodGoodGood-26500
March 200761.3GoodGoodGoodGood-26500
December 200561.3GoodGoodGoodGood-26500
November 200392.6GoodGoodGoodGood-915
April 200292.6GoodGoodGoodGood-915
July 199892.6GoodGoodGoodGood-915
September 199692.6GoodGoodGoodGood-915
July 199461.9GoodVery GoodGoodVery Good-24900
March 199261.7GoodVery GoodGoodVery Good-27000