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US 52 over EIGHTMILE CREEK

Map

Coordinates:
+39.03306, -84.33278
39°01'59" N, 84°19'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 52 over EIGHTMILE CREEK
Structure number:3105911
Location:1 MI W OF HAM-CLE CTY LIN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.9 ft. [7.6 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,027 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:85.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201685.0Fair6 out of 10-17027
October 201585.0Fair6 out of 10-14110
November 201485.0Fair6 out of 10-14110
September 201385.0Fair6 out of 10-14110
December 201283.0Fair6 out of 10-14110
November 201183.0Fair6 out of 10-14110
July 201083.0Fair6 out of 10-16120
August 200983.0Fair6 out of 10-16120
October 200883.0Fair6 out of 10-16120
November 200783.0Fair6 out of 10-16120
September 200683.0Fair6 out of 10-16120
August 200583.0Good7 out of 10-14450
February 200583.0Good7 out of 10-14450
January 200383.0Good7 out of 10-10460
November 200183.0Fair6 out of 10-10460
October 200083.0Fair6 out of 10-10460
October 199983.0Fair6 out of 10-10460
October 199883.0Fair6 out of 10-10460
January 199772.0Fair5 out of 10-10460
July 199672.0Fair5 out of 10-10460
December 199472.0Fair5 out of 10-10460
December 199272.0Fair5 out of 10-10460
October 199183.0Fair6 out of 10-10460
February 199183.0Good7 out of 10-10460