Hunting Quarter Rd over Hunting Quarter Creek


+36.87819, -77.22626
36°52'41" N, 77°13'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Hunting Quarter Rd over Hunting Quarter Creek
Structure number:000000000018348
Location:.50 from 608/1.40 to 634
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:86 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:18.4 tons [16.7 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:39.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$126,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201739.9PoorGoodPoorGoodSD86
March 201639.9PoorGoodPoorGoodSD86
March 201439.9PoorGoodPoorGoodSD82
March 201366.9PoorGoodPoorVery GoodSD82
March 201266.9PoorGoodPoorVery GoodSD82
March 201086.0FairVery GoodFairVery Good-82
March 200986.9FairVery GoodFairVery Good-93
March 200783.9FairVery GoodFairVery Good-93
March 200695.0FairVery GoodSatisfactoryVery Good-93
March 200595.0FairVery GoodSatisfactoryVery Good-93
March 200495.0FairVery GoodSatisfactoryVery Good-93
March 200295.0FairVery GoodSatisfactoryVery Good-66
March 200195.0GoodVery GoodGoodVery Good-66
April 200095.0FairGoodSatisfactoryVery Good-66
March 199995.0FairGoodSatisfactoryVery Good-66
May 199895.0FairGoodSatisfactoryGood-66
April 199795.0FairGoodSatisfactoryVery Good-66
June 199695.0GoodGoodGoodVery Good-66
April 199595.0GoodGoodGoodVery Good-66
May 199495.0GoodGoodGoodVery Good-30
June 199395.0GoodGoodVery GoodVery Good-30
June 199295.0GoodVery GoodVery GoodVery Good-30
June 199195.0GoodGoodVery GoodVery Good-74