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TYRRELL RD over AUSTIN CREEK

Map

Coordinates:
+42.87057, -84.23070
42°52'14" N, 84°13'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TYRRELL RD over AUSTIN CREEK
Structure number:000000000009827
Old structure number:76302H00003B010 (from 1992 edition)
Location:3 MI N & .3 MI E OF PERRY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Culvert [19]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:370 [as of 1992]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:97.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 1037097.8
April 2014Good7 out of 1037097.8
April 2012Good7 out of 1037094.8
April 2010Good7 out of 1037094.8
April 2008Good7 out of 1037094.8
March 2006Good7 out of 1037094.8
March 2004Good7 out of 1037094.8
April 2002-N out of 1037094.8
April 2000Good7 out of 1037094.8
May 1998Good7 out of 1037094.8
April 1996Good7 out of 1037094.8
September 1994Good7 out of 1037094.8
August 1992Good7 out of 1037094.8
August 1990Good7 out of 1028083.8