NFA 1191 (SA 6111) over BIG SEWEE CREEK


+35.64778, -84.63306
35°38'52" N, 84°37'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 1191 (SA 6111) over BIG SEWEE CREEK
Structure number:61S42710007
Location:EAST OF SR58
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:230 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201581.9FairGoodFairGood-230
June 201383.9FairSatisfactoryFairGood-230
June 201183.9FairSatisfactoryFairGood-230
June 200983.9FairSatisfactoryFairGood-230
June 200794.9FairGoodSatisfactoryGood-230
May 200594.9FairGoodSatisfactoryGood-240
June 200394.9FairGoodSatisfactoryGood-220
July 200194.9FairGoodSatisfactoryGood-270
July 199994.9FairGoodSatisfactoryGood-280
June 199794.9FairGoodSatisfactoryGood-210
September 199594.9FairSatisfactoryGoodGood-190
August 199394.9FairSatisfactoryGoodGood-280
September 199193.8FairSatisfactoryGoodGood-230