Share:

TR 60 over BRIAR CREEK

Map

Coordinates:
+37.23545, -89.16388
37°14'08" N, 89°09'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 60 over BRIAR CREEK
Structure number:077308500000000
Old structure number:000077308507900 (from 1992 edition)
Location:2 MI E OF PULASKI
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:51.5 ft. [15.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201598.0GoodGoodGoodGood-25
January 2011100.0GoodVery GoodVery GoodVery Good-25
February 2007100.0GoodVery GoodVery GoodVery Good-25
March 2003100.0GoodVery GoodVery GoodVery Good-50
May 199994.5GoodVery GoodVery GoodVery Good-125
December 1994100.0GoodVery GoodVery GoodVery Good-49
December 1992100.0GoodExcellentVery GoodVery Good-49
November 1990100.0GoodExcellentVery GoodVery Good-49