Share:

MT. OLIVE ROAD over BIG SLOUGH

Map

Coordinates:
+31.13245, -84.30086
31°07'57" N, 84°18'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MT. OLIVE ROAD over BIG SLOUGH
Structure number:000000020550700
Location:APP 8.5 MI W OF PELHAM
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:149.9 ft. [45.7 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:1965
Year reconstructed:2002
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:10
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:77.6
Estimated cost of work:$879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodGoodSatisfactory60077.6
August 2014FairGoodGoodSatisfactory60077.6
August 2012FairSatisfactorySatisfactorySatisfactory60077.6
August 2010FairSatisfactorySatisfactorySatisfactory62077.6
September 2008FairSatisfactorySatisfactorySatisfactory62077.6
September 2006FairSatisfactorySatisfactorySatisfactory63077.6
September 2004FairGoodGoodSatisfactory74077.5
September 2002FairGoodGoodSatisfactory74076.5
February 2002FairGoodGoodFair74065.4
August 2000PoorGoodGoodSerious48026.9
February 2000PoorGoodGoodSerious47027.0
November 1998PoorGoodGoodSerious47027.0
May 1996PoorGoodGoodSerious43027.1
August 1995PoorGoodGoodSerious43027.4
July 1994PoorGoodGoodSerious40027.5
July 1992PoorGoodGoodSerious40027.5
August 1990FairGoodGoodFair23071.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,2001,200000
Deck
Reinforced Concrete Top Flangesq. ft.3,7803,780000
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Timber Pileeach4545000
Reinforced Concrete Pier Caplinear ft.2432281500
Joints
Pourable Jointlinear ft.2752510310047
Bearings
Elastomeric Bearingeach3030000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.270270000