Share:

FERNDALE STREET over BRANDYWINE CREEK

Map

Coordinates:
+41.80790, -86.24555
41°48'28" N, 86°14'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FERNDALE STREET over BRANDYWINE CREEK
Structure number:000000000001023
Old structure number:11314H10022B010 (from 1992 edition)
Location:0.30 MI S OF NILES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:21.0 ft. [6.4 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1950
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:147 [as of 2007]
Truck traffic:4% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:45.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$670,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Poor3 out of 1014745.7
December 2017Poor3 out of 1014745.7
December 2016Poor3 out of 1014745.7
April 2015Poor3 out of 1014745.7
April 2013Poor3 out of 1014745.7
April 2012Poor3 out of 1014745.7
July 2011Poor4 out of 1014759.7
November 2009Poor3 out of 1014745.7
November 2008Poor3 out of 1014745.7
October 2006Poor4 out of 1023359.7
September 2004Poor4 out of 1023359.7
July 2002-N out of 1022097.0
July 2000Poor4 out of 1022070.0
October 1998Poor4 out of 1022073.0
June 1996Poor4 out of 1020073.0
March 1994Poor4 out of 1020073.0
October 1992Poor4 out of 1020073.0
October 1990Poor4 out of 1020053.0