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MACLAM DRIVE over (O) DRY RUN

Map

Coordinates:
+39.96752, -83.09195
39°58'03" N, 83°05'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MACLAM DRIVE over (O) DRY RUN
Structure number:2560534
Location:150 FT N/FISHER ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:26.9 ft. [8.2 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1977
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,957 [as of 2015]
Truck traffic:13% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 101495780.0
October 2016Good7 out of 101495780.0
December 2015Good7 out of 1050090.3
November 2014Good7 out of 1050090.3
June 2013Fair6 out of 1050090.3
July 2012Fair6 out of 1050090.3
July 2011Fair6 out of 1050090.3
July 2010Fair6 out of 1050090.3
August 2007Good7 out of 1050090.3
September 2006Good7 out of 1050090.3
September 2005Good7 out of 1050090.3
August 2004Good7 out of 1050090.3
October 2002Good7 out of 1050090.3
October 2001Good7 out of 1050090.3
October 2000Good7 out of 1050090.3
September 1998Good7 out of 1050090.3
October 1997Good7 out of 1050090.3
September 1996Good7 out of 1050090.3
December 1995Good7 out of 1050091.3
August 1994Good7 out of 1050091.3
September 1993Good7 out of 1050091.3
September 1992Good7 out of 1050091.3
December 1991Good7 out of 1050091.3