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US 67 RT FRONTAGE over GLADE BRANCH

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+34.94155, -92.07253
34°56'30" N, 92°04'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67 RT FRONTAGE over GLADE BRANCH
Structure number:000000000001364
Location:.04 MI NE OF PULASKI CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:56,000 [as of 2014]
Truck traffic:1% of total traffic
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:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$710,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood5600078.0
July 2014GoodGoodGoodGood5600078.0
August 2012FairGoodSatisfactoryGood20075.7
August 2010FairGoodSatisfactoryGood20075.7
November 2008GoodGoodGoodGood4800057.7
October 2006GoodGoodGoodGood16774.7
October 2004GoodGoodGoodGood100064.7
October 2002GoodGoodGoodGood4800056.5
November 2000GoodGoodGoodGood100064.5
November 1998GoodGoodGoodGood100064.5
October 1996GoodGoodGoodGood16697.0
August 1994GoodGoodGoodGood16697.0
July 1992GoodGoodGoodGood16697.0
July 1990GoodVery GoodVery GoodVery Good16697.0