Share:

FAP 58 over HIWASSEE RIVER

Map

Coordinates:
+35.36500, -84.91000
35°21'54" N, 84°54'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 58 over HIWASSEE RIVER
Structure number:61SR0580003
Location:SOUTH OF BIG SPRINGS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:299.9 ft. [91.4 m]
Total length:1810.1 ft. [551.7 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,980 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:56.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,422,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201556.7PoorFairPoorSatisfactory-3980
May 201373.7FairSatisfactoryFairGood-4120
May 201187.1FairSatisfactorySatisfactoryGood-3510
June 200985.6FairSatisfactorySatisfactoryGood-3920
July 200886.3GoodGoodGoodGood-3710
September 200733.5FairFairFairFairFO3600
June 200533.5FairFairFairFairFO3690
May 200333.5FairFairFairFairFO4120
May 200133.5FairFairFairFairFO4490
June 199933.5FairFairFairFairFO4570
August 199733.5FairFairFairFairFO3960
November 199533.5FairFairFairFairFO3780
August 199333.5FairFairFairFairFO4040
September 199127.9PoorFairPoorPoorSD3050