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DENNIS HOWELL RD. over WARRIOR CREEK

Map

Coordinates:
+29.93472, -83.61139
29°56'05" N, 83°36'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DENNIS HOWELL RD. over WARRIOR CREEK
Structure number:384029
Location:1.7 MI WEST OF CR 361
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.4 ft. [4.4 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:12.8 ft. [3.9 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1975
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: March 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:88 [as of 2016]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:15.0 tons [13.6 metric tons]
Inventory rating:11.2 tons [10.2 metric tons]
Sufficiency rating:12.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$266,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201612.0PoorFairSatisfactoryPoorSD88
March 201416.2PoorFairSatisfactoryPoorSD51
March 201216.2PoorFairSatisfactoryPoorSD51
March 201016.2PoorFairSatisfactoryPoorSD51
March 200816.2PoorFairSatisfactoryPoorSD51
March 200614.9PoorSatisfactorySatisfactoryPoorSD51
March 200417.9PoorSatisfactorySatisfactoryPoorSD51
March 200214.9PoorSatisfactorySatisfactoryPoorSD51
March 200019.5PoorSatisfactorySatisfactoryPoorSD51
March 199834.0FairSatisfactoryFairFairSD51
March 199733.3FairGoodFairFairSD51
March 199633.3FairGoodFairFairSD51
March 199448.0FairGoodGoodFair-51
March 199245.2FairGoodGoodSatisfactorySD51
March 199045.2GoodGoodGoodVery GoodSD51