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US 33 over WALNUT CREEK OVERFLOW

Map

Coordinates:
+39.89917, -82.89472
39°53'57" N, 82°53'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 33 over WALNUT CREEK OVERFLOW
Structure number:2501953
Location:0.28 MI W OF SR270
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:35.1 ft. [10.7 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,107 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201696.8FairGoodVery GoodSatisfactory-34107
April 201596.9FairGoodVery GoodSatisfactory-33440
February 201496.9FairGoodVery GoodSatisfactory-33440
February 201396.9FairGoodVery GoodSatisfactory-33440
March 201294.9FairGoodVery GoodSatisfactory-33440
April 201095.0FairGoodVery GoodSatisfactory-32525
March 200995.0FairGoodVery GoodSatisfactory-32525
July 200895.0FairGoodVery GoodSatisfactory-32525
August 200795.0FairGoodVery GoodSatisfactory-32525
June 200695.5GoodGoodVery GoodGood-26485
September 200584.2FairSatisfactorySatisfactoryFair-26485
May 200484.2FairSatisfactorySatisfactoryFair-26485
April 200384.2FairSatisfactorySatisfactoryFair-26485
April 200284.5FairSatisfactorySatisfactoryFair-23250
March 200097.8FairVery GoodVery GoodSatisfactory-23250
April 199997.8FairVery GoodVery GoodSatisfactory-23250
April 199897.8FairVery GoodVery GoodSatisfactory-23250
March 199698.6FairVery GoodVery GoodSatisfactory-15435
May 199587.7FairVery GoodVery GoodFair-15435
April 199487.7FairVery GoodVery GoodFair-15435
April 199398.8GoodVery GoodVery GoodGood-15435
March 199298.8GoodGoodGoodGood-15435
March 199198.8GoodGoodGoodGood-15435

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2002000
Reinforced Concrete Pier Walllinear ft.9191000
Reinforced Concrete Abutmentlinear ft.9191000
Reinforced Concrete Pier Caplinear ft.9191000
Joints
Pourable Jointlinear ft.91662050
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.185185000
Deck
Reinforced Concrete Slabsq. ft.4,2024,122402020
Wearing Surfacessq. ft.4,2024,202000