Share:

HARWOOD ROAD over GILCHRIST CREEK

Map

Coordinates:
+44.91368, -84.04736
44°54'49" N, 84°02'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARWOOD ROAD over GILCHRIST CREEK
Structure number:000000000012701
Old structure number:60305H00008B010 (from 1992 edition)
Location:SEC 11-14 LOUD TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:23.3 ft. [7.1 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:County Highway Agency [02]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2005]
Truck traffic:20% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$501,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 1015089.4
November 2015Fair6 out of 1015089.4
November 2013Fair6 out of 1015089.4
November 2011Fair6 out of 1015089.4
November 2009Fair6 out of 1015089.4
November 2007Fair6 out of 1015089.4
September 2005Fair6 out of 1015089.4
April 2003Fair6 out of 1015089.4
April 2001Fair6 out of 1015089.4
December 1998Fair6 out of 1015089.4
December 1996Fair6 out of 1015089.4