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US 33 over BIG WALNUT CR

Map

Coordinates:
+39.89833, -82.89417
39°53'54" N, 82°53'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 33 over BIG WALNUT CR
Structure number:2502011
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 GoodGoodGood-33440
February 201390.6GoodVery GoodGoodGood-33440
March 201288.6GoodVery GoodGoodGood-33440
April 201088.7GoodVery GoodGoodGood-32525
March 200988.7GoodVery GoodGoodGood-32525
July 200888.7GoodVery GoodVery GoodGood-32525
August 200788.7GoodVery GoodVery GoodGood-32525
June 200689.3GoodVery GoodVery GoodGood-26485
September 200589.3GoodVery GoodVery GoodGood-26485
May 200489.3GoodVery GoodVery GoodGood-26485
April 200389.3GoodVery GoodVery GoodGood-26485
April 200289.7GoodVery GoodVery GoodGood-23250
March 200091.7GoodVery GoodVery GoodGood-23250
April 199991.7GoodVery GoodVery GoodGood-23250
April 199891.7GoodVery GoodVery GoodGood-23250
March 199692.4GoodGoodGoodGood-15435
May 199592.8GoodGoodGoodGood-15435
April 199492.8FairGoodGoodSatisfactory-15435
April 199392.8FairGoodGoodSatisfactory-15435
March 199292.8FairVery GoodVery GoodSatisfactory-15435
March 199192.8FairVery GoodVery GoodSatisfactory-15435

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,5161,511500
Deck
Reinforced Concrete Decksq. ft.11,06611,0066000
Wearing Surfacessq. ft.11,06611,066000
Substructure
Reinforced Concrete Pier Walllinear ft.143141200
Reinforced Concrete Abutmentlinear ft.96762000
Joints
Assembly without Seal Jointlinear ft.7373000
Bearings
Elastomeric Bearingeach25151000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.607607000