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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 2015 

Status:Open, no restriction [A]
Average daily traffic:26,320 [as of 2010]
Truck traffic:3% 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:93.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201593.8Not deficientExcellentExcellentVery Good26320
February 201493.8Not deficientExcellentExcellentVery Good26320
February 201393.8Not deficientExcellentExcellentVery Good26320
March 201291.8Not deficientExcellentExcellentVery Good26320
April 201091.3Not deficientExcellentExcellentExcellent28620
March 200991.3Not deficientExcellentExcellentExcellent28620
July 200891.3Not deficientExcellentExcellentExcellent28620
August 200791.3Not deficientGoodSatisfactorySatisfactory28620
May 200690.3Not deficientGoodSatisfactorySatisfactory32940
September 200590.3Not deficientGoodSatisfactorySatisfactory32940
May 200490.3Not deficientGoodSatisfactorySatisfactory32940
April 200390.3Not deficientGoodSatisfactorySatisfactory32940
December 200290.3Not deficientGoodSatisfactorySatisfactory32940
April 200290.5Not deficientGoodSatisfactorySatisfactory31950
March 200092.5Not deficientGoodGoodSatisfactory31950
April 199992.5Not deficientGoodSatisfactorySatisfactory31950
April 199892.5Not deficientSatisfactorySatisfactorySatisfactory31950
March 199693.0Not deficientGoodVery GoodSatisfactory29790
May 199593.3Not deficientSatisfactoryVery GoodSatisfactory29790
April 199493.3Not deficientSatisfactoryVery GoodSatisfactory29790
April 199393.3Not deficientSatisfactoryVery GoodSatisfactory29790
March 199293.3Not deficientGoodVery GoodGood29790
March 199193.3Not deficientGoodVery GoodGood29790