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DILLON ROAD over MCGRITS CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map 

Coordinates:
+30.37833, -81.91333
30°22'42" N, 81°54'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DILLON ROAD over MCGRITS CREEK
Structure number:724049
Location:1.15 MI NORTH OF CR 119
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.7 ft. [5.1 m]
Total length:92.2 ft. [28.1 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]

Latest Available Inspection: January 2015 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:51 [as of 2013]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:31.4 tons [28.5 metric tons]
Inventory rating:23.3 tons [21.2 metric tons]
Sufficiency rating:47.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,015,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201547.8PoorPoorSatisfactoryPoorSD51
January 201347.8PoorPoorSatisfactoryPoorSD51
January 201147.8PoorPoorSatisfactoryPoorSD51
January 200938.2PoorPoorSatisfactorySeriousSD51
January 200738.2PoorPoorSatisfactorySeriousSD51
January 200540.3PoorFairSatisfactorySeriousSD51
January 200349.9PoorFairSatisfactoryPoorSD51
January 200155.8PoorFairSatisfactoryPoorSD51
January 200056.8PoorFairSatisfactoryPoorSD51
January 199956.8PoorFairSatisfactoryPoorSD51
January 199757.4PoorFairSatisfactoryPoorSD51
February 199584.0FairGoodSatisfactoryGood-51
February 199383.0FairGoodSatisfactoryGood-31
March 199183.0FairSatisfactorySatisfactorySatisfactory-31