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BAMBURG ROAD over TOMS CREEK

Map

Coordinates:
+30.75716, -82.92285
30°45'26" N, 82°55'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BAMBURG ROAD over TOMS CREEK
Structure number:000000010150100
Location:APP 3.6 MI N OF TARVER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:11.5 ft. [3.5 m]
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:10 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:17.8 tons [16.2 metric tons]
Inventory rating:12.9 tons [11.7 metric tons]
Sufficiency rating:36.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$136,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201536.4FairFairFairFairFO10
July 201336.4FairFairFairFairFO10
July 201134.3PoorPoorFairFairSD104
July 200934.3PoorPoorFairFairSD140
July 200742.0PoorPoorFairFairSD160
August 200541.8PoorPoorFairFairSD1460
July 200342.0PoorPoorFairFairSD100
August 200143.0PoorPoorFairFairSD100
August 199946.6FairFairFairFairFO90
August 199746.6FairFairFairFairFO90
September 199545.8FairFairFairFairFO90
October 199353.9FairFairFairFairFO90
October 199153.9FairFairFairFairFO90

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Timber Stringerlinear ft.224022400
Substructure
Timber Pileeach1201110
Timber Pier Caplinear ft.4804800
Deck
Timber Decksq. ft.372003720
Wearing Surfacessq. ft.1280108200