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BOYT ROAD over TOBLER CREEK

Map

Coordinates:
+32.93997, -84.15978
32°56'24" N, 84°09'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOYT ROAD over TOBLER CREEK
Structure number:000000029350260
Location:2 MI NW OF YATESVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:75.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$715,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodSatisfactoryVery Good49075.6
February 2016FairGoodSatisfactoryVery Good49075.6
February 2014GoodGoodGoodVery Good49075.6
February 2012GoodGoodGoodVery Good60069.9
February 2010GoodGoodGoodVery Good62069.9
February 2008GoodGoodGoodVery Good62069.9
January 2006GoodGoodGoodVery Good39075.7
February 2004PoorGoodGoodPoor74035.7
March 2002PoorGoodGoodPoor74035.7
June 2000PoorGoodGoodPoor48028.6
August 1998FairGoodGoodFair47039.5
January 1996FairGoodGoodFair43038.5
March 1994FairGoodGoodFair40039.6
August 1992FairGoodGoodFair40039.6
December 1990FairGoodGoodFair35060.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9729126000
Deck
Reinforced Concrete Top Flangesq. ft.3,0843,084000
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Steel Pileeach1515000
Steel Protective Coatingsq. ft.307307000
Reinforced Concrete Pier Caplinear ft.135135000
Joints
Pourable Jointlinear ft.161161000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.246246000