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MAUCK ROAD over BEEBE CREEK

Map

Coordinates:
+41.94188, -84.55591
41°56'31" N, 84°33'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAUCK ROAD over BEEBE CREEK
Structure number:000000000003318
Old structure number:30311H00011B010 (from 1992 edition)
Location:0.3 MILE W OF STATE ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1969
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:196 [as of 2014]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:59.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Poor4 out of 1019659.5
November 2017Poor4 out of 1019659.5
November 2016Poor4 out of 1019659.5
November 2015Poor4 out of 1019659.5
November 2014Poor4 out of 1019659.5
November 2013Poor4 out of 1025359.5
November 2012Poor4 out of 1025359.5
November 2010Poor4 out of 1025368.9
November 2008Fair5 out of 1025384.9
November 2006Fair5 out of 1025384.9
January 2005Fair6 out of 1027598.9
November 2002-N out of 1027598.9
October 2000Fair6 out of 1026095.9
November 1998Fair6 out of 1026095.9
November 1996Good7 out of 1024595.9
November 1994Good8 out of 1024573.9
November 1992Good8 out of 1024573.9
December 1990Good8 out of 1010074.0