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MONTPELIER SPRGS over TOBESOFKEE CREEK

Map

Coordinates:
+32.97610, -83.93070
32°58'34" N, 83°55'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MONTPELIER SPRGS over TOBESOFKEE CREEK
Structure number:000000020750120
Location:4 MI S OF FORSYTH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:59.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$332,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairSatisfactorySatisfactory3059.8
September 2014FairFairSatisfactorySatisfactory3059.8
September 2012FairFairSatisfactorySatisfactory3059.8
October 2010FairFairSatisfactorySatisfactory14059.8
November 2008FairFairSatisfactorySatisfactory14059.8
March 2007PoorPoorSatisfactoryGood16028.0
October 2006PoorSeriousSatisfactoryGood15025.9
October 2004PoorPoorSatisfactoryGood10059.4
October 2002PoorPoorVery GoodGood10047.2
December 2000FairFairVery GoodVery Good10049.2
December 1998PoorFairFairPoor9022.6
August 1996PoorPoorFairPoor9020.5
September 1994FairFairFairFair9026.6
January 1993FairFairFairSatisfactory9027.8
March 1991PoorFairFairCritical9017.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.390390000
Steel Protective Coatingsq. ft.3,50703,50700
Substructure
Reinforced Concrete Abutmentlinear ft.4843005
Steel Pileeach66000
Steel Protective Coatingsq. ft.115115000
Steel Pier Caplinear ft.2626000
Steel Protective Coatingsq. ft.124124000
Deck
Timber Decksq. ft.1,26308853780
Wearing Surfacessq. ft.39001951950