Share:

FAP 62 over SR62 /SR1 RP-G HENLEY ST

Map

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

Facts

Name:FAP 62 over SR62 /SR1 RP-G HENLEY ST
Structure number:47SR0330039
Location:CITY OF KNOXVILLE
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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201692.5GoodVery GoodVery GoodVery Good-15050
January 201492.6GoodVery GoodExcellentExcellent-14410
January 201292.1GoodVery GoodExcellentExcellent-19270
February 201091.9GoodVery GoodExcellentExcellent-20560
March 200891.9GoodVery GoodExcellentExcellent-20930
February 200692.2GoodVery GoodExcellentExcellent-17870
February 200492.0GoodVery GoodExcellentExcellent-19530
November 200191.8GoodVery GoodExcellentExcellent-21760
December 199992.1GoodVery GoodExcellentExcellent-18660
February 199890.8GoodExcellentExcellentExcellent-21170
December 199590.8GoodExcellentExcellentExcellent-21170