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STATE ROUTE 96 over SCOTT RIVER

Map

Coordinates:
+41.77833, -123.03833
41°46'42" N, 123°02'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STATE ROUTE 96 over SCOTT RIVER
Structure number:02 0079
Location:02-SIS-096-71.23
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:85.0 ft. [25.9 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1957
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201695.5FairFairGoodGood-600
September 201495.5GoodVery GoodGoodGood-600
September 201285.4FairFairGoodSatisfactory-600
November 201083.9FairSatisfactoryGoodSatisfactory-947
November 200883.9FairSatisfactoryGoodSatisfactory-947
September 200683.9FairGoodGoodSatisfactory-947
September 200583.9FairGoodGoodSatisfactory-947
August 200483.9FairGoodGoodSatisfactory-947
August 200283.9FairGoodGoodSatisfactory-947
August 200083.9FairGoodGoodSatisfactory-947
August 199883.9FairGoodGoodSatisfactory-940
June 199783.9GoodGoodGoodGood-940
August 199582.8FairFairGoodSatisfactory-900
August 199382.8FairFairGoodSatisfactory-900
March 199083.8FairFairGoodSatisfactory-900