+35.28987, -84.75705
35°17'24" N, 84°45'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 2 731613W over HIWASSEE RIVER & SOU RR
Structure number:06SR0020015
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:205.1 ft. [62.5 m]
Total length:926.9 ft. [282.5 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,690 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$23,524,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodGood869075.9
July 2015GoodGoodVery GoodGood797075.9
July 2013GoodGoodVery GoodGood869075.9
July 2011PoorGoodVery GoodPoor992048.9
July 2009PoorGoodVery GoodPoor914050.9
August 2007PoorGoodVery GoodPoor984050.9
October 2005FairGoodVery GoodFair1136066.9
December 2003PoorGoodVery GoodPoor1071050.9
August 2001GoodGoodVery GoodGood946077.9
July 1999GoodGoodVery GoodGood1140079.9
August 1997GoodGoodVery GoodGood1120079.9
September 1995GoodGoodVery GoodGood1120079.9
October 1993PoorFairPoorFair1120027.9
March 1992PoorFairPoorFair1120027.9
November 1991PoorFairPoorFair1120027.9