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DEE KNOCH RD over BEAVER CREEK

Map

Coordinates:
+41.03000, -121.33389
41°01'48" N, 121°20'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DEE KNOCH RD over BEAVER CREEK
Structure number:06C0255
Location:0.1 MI W PITTVILLE RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:29°
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]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:66.3 tons [60.3 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:96.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201596.8GoodVery GoodVery GoodVery Good-200
July 201396.8GoodGoodGoodGood-200
May 201197.8GoodGoodGoodGood-200
April 200995.8GoodGoodGoodGood-200
June 200795.8GoodGoodGoodGood-200
May 200595.8GoodGoodGoodGood-200
June 200495.8GoodGoodGoodGood-200
May 200195.8GoodGoodGoodGood-200
June 200095.8GoodGoodGoodGood-200
January 199695.8GoodGoodGoodGood-200
February 199495.8GoodGoodGoodGood-200
July 199297.8GoodGoodGoodGood-200