Share:

TAYLOR ROAD over TAYLOR CREEK

Map

Coordinates:
+46.12929, -84.37192
46°07'45" N, 84°22'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TAYLOR ROAD over TAYLOR CREEK
Structure number:000000000005980
Old structure number:49200024000B010 (from 1992 edition)
Location:2 MI S & 0.5 MI W OF PICK
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:74.8 ft. [22.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:164 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodVery Good16497.0
October 2015GoodGoodGoodVery Good16497.0
October 2013GoodGoodGoodVery Good7897.0
October 2011GoodGoodGoodVery Good7897.0
November 2009GoodGoodGoodVery Good7897.0
November 2007GoodGoodGoodVery Good7897.0
October 2005GoodVery GoodGoodVery Good7897.0
September 2003GoodVery GoodVery GoodVery Good7897.0
December 2001GoodVery GoodVery GoodVery Good7897.0
December 1999GoodVery GoodVery GoodVery Good7897.0
October 1997GoodVery GoodVery GoodVery Good7897.0
August 1995GoodVery GoodVery GoodVery Good7897.0
June 1993GoodVery GoodVery GoodVery Good7897.0
April 1991GoodVery GoodVery GoodVery Good23097.0