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SHEEP RANCH RD over O'NEIL CREEK

Map 

Coordinates:
+38.22083, -120.47000
38°13'15" N, 120°28'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHEEP RANCH RD over O'NEIL CREEK
Structure number:30C0040
Location:AT GOLD MOUNTAIN ROAD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:332 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:41.0 tons [37.3 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
Sufficiency rating:64.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201664.8Not deficientGoodFairGood332
April 201464.8Not deficientSatisfactoryFairGood332
February 201266.6Not deficientGoodFairGood300
March 201066.6Not deficientGoodFairGood300
March 200969.7Not deficientGoodFairGood300
February 200638.0Structurally deficientGoodSeriousGood300
February 200438.0Structurally deficientGoodSeriousGood300
November 200138.0Structurally deficientGoodSeriousSatisfactory300
August 199938.0Structurally deficientGoodSeriousSatisfactory300
December 199638.0Structurally deficientGoodSeriousSatisfactory300
June 199479.7Not deficientSatisfactorySatisfactoryGood300
March 199279.7Not deficientSatisfactorySatisfactoryGood300