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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201562.6Not deficientVery GoodVery GoodGood26500
May 201362.6Not deficientVery GoodVery GoodVery Good26500
May 201162.6Not deficientGoodGoodGood26500
May 201062.6Not deficientGoodGoodGood26500
March 200861.3Not deficientGoodGoodGood26500
March 200761.3Not deficientGoodGoodGood26500
December 200561.3Not deficientGoodGoodGood26500
November 200392.6Not deficientGoodGoodGood915
April 200292.6Not deficientGoodGoodGood915
July 199892.6Not deficientGoodGoodGood915
September 199692.6Not deficientGoodGoodGood915
July 199461.9Not deficientVery GoodGoodVery Good24900
March 199261.7Not deficientVery GoodGoodVery Good27000