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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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,495 [as of 2015]
Truck traffic:7% 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:70.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201670.8FairSatisfactoryFairSatisfactory-8495
June 201568.3FairSatisfactoryFairSatisfactory-26348
December 201479.9FairSatisfactorySatisfactorySatisfactory-26348
December 201379.9FairSatisfactorySatisfactorySatisfactory-26348
November 201279.9FairSatisfactorySatisfactorySatisfactory-26348
January 201279.9FairSatisfactorySatisfactorySatisfactory-26348
December 201079.9FairSatisfactorySatisfactorySatisfactory-26348
September 200979.9FairGoodSatisfactorySatisfactory-26348
June 200879.9FairGoodSatisfactorySatisfactory-26348
September 200779.9FairGoodGoodSatisfactory-26348
November 200679.9FairGoodGoodSatisfactory-26348
September 200579.9FairGoodGoodSatisfactory-26348
September 200479.9FairGoodSatisfactorySatisfactory-26348
September 200379.9FairGoodSatisfactorySatisfactory-26348
August 200279.9FairGoodSatisfactorySatisfactory-26348
October 200179.9FairGoodSatisfactorySatisfactory-26348
September 200079.9FairGoodSatisfactorySatisfactory-26348
December 199968.3FairGoodSatisfactoryFair-26348
August 199868.3FairGoodSatisfactoryFair-26348
December 199668.3FairGoodSatisfactoryFair-26348
December 199569.4FairGoodSatisfactoryFair-23410
December 199469.4FairGoodSatisfactoryFair-23410
December 199369.4FairGoodSatisfactoryFair-23410
October 199268.7FairGoodSatisfactoryFair-20800
November 199180.1GoodGoodGoodGood-20800