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WELLS ROAD over YELLOW WATER CREEK

Map 

Coordinates:
+30.24528, -81.94278
30°14'43" N, 81°56'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WELLS ROAD over YELLOW WATER CREEK
Structure number:724007
Location:0.1 MI EAST OF CR 217
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.4 ft. [4.7 m]
Total length:60.7 ft. [18.5 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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 

Status:Posted for load [P]
Average daily traffic:81 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:32.9 tons [29.9 metric tons]
Inventory rating:24.5 tons [22.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:42.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$755,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201542.4Structurally deficientGoodSeriousSatisfactory81
January 201342.4Structurally deficientGoodSeriousSatisfactory81
January 201142.4Structurally deficientGoodSeriousSatisfactory81
January 200952.2Structurally deficientGoodPoorSatisfactory81
January 200737.0Structurally deficientSeriousSeriousSatisfactory81
January 200576.7Structurally deficientPoorSatisfactorySatisfactory81
January 200376.7Structurally deficientPoorSatisfactorySatisfactory81
January 200167.5Not deficientFairFairFair81
January 199968.5Not deficientFairSatisfactoryFair81
January 199769.8Not deficientSatisfactoryGoodFair81
February 199586.9Not deficientGoodGoodGood81
February 199385.9Not deficientGoodGoodGood81
March 199185.9Not deficientGoodGoodSatisfactory81