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CAMP ROAD over POTATO CREEK

Map

Coordinates:
+33.18256, -84.22394
33°10'57" N, 84°13'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMP ROAD over POTATO CREEK
Structure number:000000017150140
Location:5 MI N OF MILNER
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 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:3
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: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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: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:29.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$115,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorSatisfactorySatisfactorySerious49029.0
March 2015PoorSatisfactorySatisfactorySerious49029.0
March 2013PoorGoodGoodSerious49029.0
April 2011PoorGoodGoodSerious60028.7
March 2009FairGoodGoodFair146018.8
March 2007FairGoodGoodFair146015.4
March 2005FairGoodGoodFair141015.6
April 2003PoorGoodGoodImminent Failure194013.2
May 2001FairGoodGoodFair133015.9
April 1999FairSatisfactoryGoodFair133015.9
July 1997PoorSatisfactoryGoodCritical133015.9
February 1995PoorSatisfactoryGoodCritical123016.4
May 1993PoorSatisfactoryGoodCritical123016.4
August 1991PoorSatisfactoryGoodPoor123016.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6464000
Steel Pileeach40400
Steel Protective Coatingsq. ft.416000416
Timber Pileeach1001000
Reinforced Concrete Pier Caplinear ft.5454000
Joints
Pourable Jointlinear ft.7272000
Deck
Reinforced Concrete Slabsq. ft.1,5481,03251600