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AGLER RD over ALUM CREEK (AGLER ROAD )

Map 

Coordinates:
+40.02667, -82.93667
40°01'36" N, 82°56'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AGLER RD over ALUM CREEK (AGLER ROAD )
Structure number:2534150
Location:JUST WEST OF SUNBURY RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:140.1 ft. [42.7 m]
Total length:519.1 ft. [158.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Skew angle:32°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:26,348 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:68.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201568.3Not deficientSatisfactoryFairSatisfactory26348
December 201479.9Not deficientSatisfactorySatisfactorySatisfactory26348
December 201379.9Not deficientSatisfactorySatisfactorySatisfactory26348
November 201279.9Not deficientSatisfactorySatisfactorySatisfactory26348
January 201279.9Not deficientSatisfactorySatisfactorySatisfactory26348
December 201079.9Not deficientSatisfactorySatisfactorySatisfactory26348
September 200979.9Not deficientGoodSatisfactorySatisfactory26348
June 200879.9Not deficientGoodSatisfactorySatisfactory26348
September 200779.9Not deficientGoodGoodSatisfactory26348
November 200679.9Not deficientGoodGoodSatisfactory26348
September 200579.9Not deficientGoodGoodSatisfactory26348
September 200479.9Not deficientGoodSatisfactorySatisfactory26348
September 200379.9Not deficientGoodSatisfactorySatisfactory26348
August 200279.9Not deficientGoodSatisfactorySatisfactory26348
October 200179.9Not deficientGoodSatisfactorySatisfactory26348
September 200079.9Not deficientGoodSatisfactorySatisfactory26348
December 199968.3Not deficientGoodSatisfactoryFair26348
August 199868.3Not deficientGoodSatisfactoryFair26348
December 199668.3Not deficientGoodSatisfactoryFair26348
December 199569.4Not deficientGoodSatisfactoryFair23410
December 199469.4Not deficientGoodSatisfactoryFair23410
December 199369.4Not deficientGoodSatisfactoryFair23410
October 199268.7Not deficientGoodSatisfactoryFair20800
November 199180.1Not deficientGoodGoodGood20800