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US-33 (LIVINGSTON) over ALUM CREEK

Map

Coordinates:
+39.94806, -82.94250
39°56'53" N, 82°56'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US-33 (LIVINGSTON) over ALUM CREEK
Structure number:2501635
Location:0.06 MI E OF IR70
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30,087 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:93.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201693.0GoodExcellentExcellentVery Good-30087
April 201593.8GoodExcellentExcellentVery Good-26320
February 201493.8GoodExcellentExcellentVery Good-26320
February 201393.8GoodExcellentExcellentVery Good-26320
March 201291.8GoodExcellentExcellentVery Good-26320
April 201091.3GoodExcellentExcellentExcellent-28620
March 200991.3GoodExcellentExcellentExcellent-28620
July 200891.3GoodExcellentExcellentExcellent-28620
August 200791.3FairGoodSatisfactorySatisfactory-28620
May 200690.3FairGoodSatisfactorySatisfactory-32940
September 200590.3FairGoodSatisfactorySatisfactory-32940
May 200490.3FairGoodSatisfactorySatisfactory-32940
April 200390.3FairGoodSatisfactorySatisfactory-32940
December 200290.3FairGoodSatisfactorySatisfactory-32940
April 200290.5FairGoodSatisfactorySatisfactory-31950
March 200092.5FairGoodGoodSatisfactory-31950
April 199992.5FairGoodSatisfactorySatisfactory-31950
April 199892.5FairSatisfactorySatisfactorySatisfactory-31950
March 199693.0FairGoodVery GoodSatisfactory-29790
May 199593.3FairSatisfactoryVery GoodSatisfactory-29790
April 199493.3FairSatisfactoryVery GoodSatisfactory-29790
April 199393.3FairSatisfactoryVery GoodSatisfactory-29790
March 199293.3GoodGoodVery GoodGood-29790
March 199193.3GoodGoodVery GoodGood-29790