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THOUSAND SPRING RD over BEAR CREEK

Map

Coordinates:
+41.13168, -121.57824
41°07'54" N, 121°34'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THOUSAND SPRING RD over BEAR CREEK
Structure number:06C0257
Location:0.1 MI EAST ELDER RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.7 ft. [5.1 m]
Skew angle:19°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:74.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$109,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood10074.3
July 2013GoodGoodGoodGood10074.3
April 2009GoodGoodGoodGood10075.3
May 2005GoodGoodGoodGood10075.3
June 2004GoodGoodGoodGood10075.3
May 2001GoodGoodGoodGood10075.3
June 2000GoodGoodGoodGood10075.3
January 1996GoodGoodGoodGood10075.3
February 1994GoodGoodGoodGood10075.6
June 1992GoodGoodGoodGood10075.6