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HARDY PARKWAY ST over (O) SCIOTO BIG RUN

Map 

Coordinates:
+39.92000, -83.07667
39°55'12" N, 83°04'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARDY PARKWAY ST over (O) SCIOTO BIG RUN
Structure number:2560356
Location:.37 MI S/FRANK ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2011
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1981]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:93.1 tons [84.6 metric tons]
Inventory rating:55.6 tons [50.5 metric tons]
Sufficiency rating:82.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201582.5Not deficientVery GoodExcellentExcellent4500
November 201482.5Not deficientVery GoodExcellentExcellent4500
June 201397.6Not deficientExcellentExcellentExcellent4500
July 201297.6Not deficientExcellentExcellentExcellent4500
November 201197.6Not deficientExcellentExcellentExcellent4500
June 201065.3Structurally deficientSeriousPoorSatisfactory4500
August 200797.6Not deficientSatisfactorySatisfactoryGood4500
October 200697.6Not deficientGoodGoodGood4500
August 200597.6Not deficientGoodGoodGood4500
July 200497.6Not deficientGoodGoodGood4500
October 200297.6Not deficientGoodGoodGood4500
October 200197.6Not deficientGoodGoodGood4500
November 200097.6Not deficientGoodGoodGood4500
September 199897.6Not deficientGoodGoodGood4500
September 199797.6Not deficientGoodGoodGood4500
October 199697.6Not deficientGoodGoodGood4500
August 199597.7Not deficientGoodGoodGood4500
September 199497.7Not deficientGoodVery GoodGood4500
November 199397.7Not deficientGoodVery GoodGood4500
September 199297.7Not deficientGoodVery GoodGood4500
November 199197.7Not deficientGoodVery GoodVery Good4500