Swindler Hollow Rd over Piney River


+38.68139, -78.23828
38°40'53" N, 78°14'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Swindler Hollow Rd over Piney River
Structure number:000000000014682
Location:.40 Fr 612 & 1.60 To 653
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70 [as of 2014]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:85.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201585.5FairExcellentExcellentSatisfactory-70
March 201441.1PoorGoodPoorSatisfactorySD90
March 201241.1PoorGoodPoorSatisfactorySD90
March 201060.4PoorGoodPoorGoodSD90
February 200876.5FairVery GoodFairGoodFO90
February 200668.9FairVery GoodFairGoodFO187
February 200479.9FairVery GoodSatisfactoryGoodFO187
February 200279.9FairVery GoodSatisfactoryGoodFO187
February 200079.9GoodVery GoodGoodGoodFO226
March 199879.8GoodVery GoodVery GoodGoodFO377
February 199785.5GoodExcellentVery GoodGoodFO95
June 199524.7PoorSatisfactoryPoorGoodSD95
June 199424.7PoorSatisfactoryPoorGoodSD95
June 199332.0PoorSatisfactoryPoorGoodSD95
June 199227.8PoorSatisfactoryPoorSatisfactorySD136
May 199127.3PoorSatisfactoryPoorSatisfactorySD360