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MAIN ST over PIMPLE CREEK

Map

Coordinates:
+30.11833, -83.59278
30°07'06" N, 83°35'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN ST over PIMPLE CREEK
Structure number:385080
Location:0.16 MI WEST OF US 19
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.4 ft. [5.9 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:301 [as of 2016]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:36.4 tons [33.1 metric tons]
Inventory rating:21.9 tons [19.9 metric tons]
Sufficiency rating:52.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201652.6FairSatisfactorySatisfactoryFairFO301
January 201452.6FairSatisfactorySatisfactoryFairFO301
January 201252.6FairSatisfactorySatisfactoryFairFO301
January 201052.6FairSatisfactorySatisfactoryFairFO301
January 200852.5FairSatisfactorySatisfactoryFairFO301
January 200652.5FairSatisfactorySatisfactoryFairFO301
January 200452.5FairSatisfactorySatisfactoryFairFO301
January 200255.6FairSatisfactorySatisfactoryFairFO301
January 200055.6FairSatisfactorySatisfactoryFairFO301
January 199952.6FairSatisfactorySatisfactoryFairFO301
January 199652.4FairSatisfactorySatisfactoryFairFO301
January 199452.4FairSatisfactorySatisfactoryFairFO301
January 199252.4FairSatisfactorySatisfactoryFairFO301