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US 33 over BIG WALNUT CR

Map

Coordinates:
+39.89833, -82.89417
39°53'54" N, 82°53'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 33 over BIG WALNUT CR
Structure number:2501988
Location:0.34 MI W OF SR270
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:74.5 ft. [22.7 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1963
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:34,107 [as of 2015]
Truck traffic:7% 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: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 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 the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201690.6GoodVery GoodVery GoodVery Good-34107
April 201590.6GoodVery GoodVery GoodVery Good-33440
February 201490.6GoodVery GoodVery GoodGood-33440
February 201390.6GoodVery GoodVery GoodGood-33440
March 201288.6GoodVery GoodVery GoodGood-33440
April 201088.7GoodVery GoodVery GoodGood-32525
March 200988.7GoodVery GoodVery GoodGood-32525
July 200888.7GoodVery GoodVery GoodGood-32525
August 200788.7GoodVery GoodVery GoodGood-32525
June 200689.7GoodVery GoodVery GoodGood-23250
September 200589.7GoodVery GoodVery GoodGood-23250
May 200489.7GoodVery GoodVery GoodGood-23250
April 200389.7GoodVery GoodVery GoodGood-23250
April 200289.7GoodVery GoodVery GoodGood-23250
March 200091.7FairVery GoodVery GoodSatisfactory-23250
April 199991.7FairVery GoodVery GoodSatisfactory-23250
April 199891.7FairVery GoodVery GoodSatisfactory-23250
March 199692.4GoodGoodGoodGood-15435
May 199592.8GoodGoodGoodGood-15435
April 199492.8GoodGoodGoodGood-15435
April 199392.8FairGoodGoodSatisfactory-15435
March 199292.8FairVery GoodVery GoodSatisfactory-15435
March 199192.8FairVery GoodVery GoodSatisfactory-15435