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GENESEE RD over SAND CREEK

Map

Coordinates:
+42.00004, -84.74540
42°00'00" N, 84°44'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GENESEE RD over SAND CREEK
Structure number:000000000003262
Old structure number:30319H00003C010 (from 1992 edition)
Location:3.1 M S OF LITCHFIELD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:36.1 ft. [11.0 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:53.8 ft. [16.4 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:71 [as of 2014]
Truck traffic:17% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 1071100.0
November 2016Good7 out of 1071100.0
November 2014Good7 out of 1071100.0
November 2012Good7 out of 1079100.0
November 2010Good7 out of 1079100.0
November 2008Good8 out of 1079100.0
November 2006Good8 out of 1079100.0
January 2005Good8 out of 10365083.0
November 2002-N out of 10365083.0