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GEORGE SMITH ROAD over RICHLAND CREEK

Map

Coordinates:
+32.74432, -84.37654
32°44'40" N, 84°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GEORGE SMITH ROAD over RICHLAND CREEK
Structure number:000000026350060
Location:11.2 MI SE WOODLAND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:55.4 tons [50.4 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:73.2
Estimated cost of work:$176,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201673.2FairSatisfactorySatisfactoryFair-490
January 201473.2FairSatisfactorySatisfactoryFair-490
January 201271.6FairSatisfactorySatisfactoryFair-600
February 201071.6FairSatisfactorySatisfactoryFair-620
January 200871.6FairSatisfactorySatisfactoryFair-620
December 200571.8FairSatisfactorySatisfactoryFair-390
January 200471.5FairSatisfactorySatisfactoryFair-740
February 200265.4FairSatisfactorySatisfactoryFair-740
February 200065.6FairSatisfactorySatisfactoryFair-470
January 199865.6FairSatisfactorySatisfactoryFair-430
January 199665.6FairSatisfactorySatisfactoryFair-430
January 199476.7FairSatisfactorySatisfactoryGood-390
December 199176.8FairSatisfactorySatisfactoryGood-270

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5249030
Steel Pileeach1612400
Steel Protective Coatingsq. ft.561000561
Reinforced Concrete Pier Caplinear ft.2626000
Joints
Pourable Jointlinear ft.4800480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000
Deck
Reinforced Concrete Slabsq. ft.796796000
Wearing Surfacessq. ft.796796000