Share:

LAKE PLEASANT ROAD over BEEBE CREEK

Map

Coordinates:
+41.95105, -84.57380
41°57'04" N, 84°34'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKE PLEASANT ROAD over BEEBE CREEK
Structure number:000000000003320
Old structure number:30311H00022B010 (from 1992 edition)
Location:0.7 MILE N OF MAUCK ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
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:Posted for load [P]
Average daily traffic:854 [as of 2014]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:40.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Poor3 out of 1085440.4
November 2017Poor3 out of 1085440.4
November 2016Poor3 out of 1085440.4
November 2015Poor3 out of 1085440.4
November 2014Poor3 out of 1085440.4
November 2013Poor3 out of 1093840.3
November 2012Poor3 out of 1093840.3
November 2010Poor4 out of 1093869.7
November 2008Fair5 out of 1093885.8
November 2006Fair5 out of 1093885.7
January 2005Fair6 out of 1067099.8
November 2002-N out of 1067099.8
October 2000Good7 out of 1063296.8
November 1998Good7 out of 1063296.8
November 1996Good7 out of 1081496.8
November 1994Good7 out of 1081491.3
November 1992Good7 out of 1081491.3
December 1990Good7 out of 1081491.3