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SR 33 over HOF DR RMP 2D/I40 RMP 1A

Map

Coordinates:
+35.98250, -83.91833
35°58'57" N, 83°55'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 33 over HOF DR RMP 2D/I40 RMP 1A
Structure number:47I00400207
Location:DOWNTOWN KNOXVILLE
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:127.3 ft. [38.8 m]
Total length:132.2 ft. [40.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:62°
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]
Main span material:Prestressed concrete [5]
Main span 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: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2017]
Truck traffic:6% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201694.5GoodVery GoodVery GoodVery Good-2000
December 201494.5GoodVery GoodVery GoodVery Good-2000
December 201294.5GoodVery GoodVery GoodVery Good-2000
January 201194.5GoodVery GoodVery GoodVery Good-2000
May 200991.5GoodExcellentExcellentExcellent-2000