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US 33 over WALNUT CREEK OVERFLOW

Map 

Coordinates:
+39.89917, -82.89472
39°53'57" N, 82°53'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:33,440 [as of 2010]
Truck traffic:8% 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.9Not deficientGoodVery GoodSatisfactory33440
February 201496.9Not deficientGoodVery GoodSatisfactory33440
February 201396.9Not deficientGoodVery GoodSatisfactory33440
March 201294.9Not deficientGoodVery GoodSatisfactory33440
April 201095.0Not deficientGoodVery GoodSatisfactory32525
March 200995.0Not deficientGoodVery GoodSatisfactory32525
July 200895.0Not deficientGoodVery GoodSatisfactory32525
August 200795.0Not deficientGoodVery GoodSatisfactory32525
June 200695.5Not deficientGoodVery GoodGood26485
September 200584.2Not deficientSatisfactorySatisfactoryFair26485
May 200484.2Not deficientSatisfactorySatisfactoryFair26485
April 200384.2Not deficientSatisfactorySatisfactoryFair26485
April 200284.5Not deficientSatisfactorySatisfactoryFair23250
March 200097.8Not deficientVery GoodVery GoodSatisfactory23250
April 199997.8Not deficientVery GoodVery GoodSatisfactory23250
April 199897.8Not deficientVery GoodVery GoodSatisfactory23250
March 199698.6Not deficientVery GoodVery GoodSatisfactory15435
May 199587.7Not deficientVery GoodVery GoodFair15435
April 199487.7Not deficientVery GoodVery GoodFair15435
April 199398.8Not deficientVery GoodVery GoodGood15435
March 199298.8Not deficientGoodGoodGood15435
March 199198.8Not deficientGoodGoodGood15435