Share:

THOUSAND SPRING RD over BEAR CREEK

Map

Coordinates:
+41.13194, -121.57778
41°07'55" N, 121°34'40" 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: July 2013

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 1981]
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]
Operating rating:65.2 tons [59.3 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:74.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$109,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201374.3GoodGoodGoodGoodFO100
April 200975.3GoodGoodGoodGoodFO100
May 200575.3GoodGoodGoodGoodFO100
June 200475.3GoodGoodGoodGoodFO100
May 200175.3GoodGoodGoodGoodFO100
June 200075.3GoodGoodGoodGoodFO100
January 199675.3GoodGoodGoodGoodFO100
February 199475.6GoodGoodGoodGoodFO100
June 199275.6GoodGoodGoodGoodFO100