FAP 62 over SR62 /SR1 RP-G HENLEY ST


+35.96444, -83.92306
35°57'52" N, 83°55'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 62 over SR62 /SR1 RP-G HENLEY ST
Structure number:47SR0330039
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:15,050 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201692.5Not deficientVery GoodVery GoodVery Good15050
January 201492.6Not deficientVery GoodExcellentExcellent14410
January 201292.1Not deficientVery GoodExcellentExcellent19270
February 201091.9Not deficientVery GoodExcellentExcellent20560
March 200891.9Not deficientVery GoodExcellentExcellent20930
February 200692.2Not deficientVery GoodExcellentExcellent17870
February 200492.0Not deficientVery GoodExcellentExcellent19530
November 200191.8Not deficientVery GoodExcellentExcellent21760
December 199992.1Not deficientVery GoodExcellentExcellent18660
February 199890.8Not deficientExcellentExcellentExcellent21170
December 199590.8Not deficientExcellentExcellentExcellent21170