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LINCOLN AVE over HICKORY DRAIN

Map

Coordinates:
+41.97320, -86.47527
41°58'24" N, 86°28'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINCOLN AVE over HICKORY DRAIN
Structure number:000000000013096
Old structure number:11200066000B010 (from 1992 edition)
Location:1 MI NE OF BARODA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1960
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:664 [as of 2007]
Truck traffic:4% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:38.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$700,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Poor3 out of 1066438.5
April 2016Poor3 out of 1066438.5
April 2014Poor3 out of 1066438.5
April 2012Poor3 out of 1066438.5
June 2010Poor3 out of 1066438.5
June 2008Poor3 out of 1066438.3
June 2006Poor3 out of 1078738.4
August 2004Poor4 out of 1078771.7
June 2002-N out of 1078796.9
January 2002Fair5 out of 1078785.8