FAP 153 RP over I-75 & RAMP NM
Map
Coordinates:
+35.02806, -85.1711135°01'41" N, 85°10'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAP 153 RP over I-75 & RAMP NM |
Structure number: | 33I00750039 |
Location: | I-75 JCT. |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 180.1 ft. [54.9 m] |
Total length: | 521.7 ft. [159.0 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 19.0 ft. [5.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | 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: July 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 73,590 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 84.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2016 | 84.0 | Good | Good | Good | Good | - | 73590 |
July 2014 | 84.0 | Good | Good | Good | Good | - | 66750 |
July 2012 | 84.0 | Good | Good | Good | Good | - | 68800 |
July 2010 | 84.0 | Good | Good | Good | Good | - | 67660 |
July 2008 | 84.0 | Good | Good | Good | Good | - | 70250 |
July 2006 | 84.0 | Good | Good | Good | Good | - | 65290 |
August 2004 | 84.0 | Good | Good | Good | Good | - | 59930 |
August 2002 | 84.0 | Good | Good | Good | Good | - | 62130 |
July 2000 | 51.0 | Fair | Satisfactory | Fair | Satisfactory | - | 67540 |
September 1998 | 51.0 | Fair | Satisfactory | Fair | Satisfactory | - | 65600 |
September 1996 | 62.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 63320 |
February 1995 | 62.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 58280 |
October 1992 | 80.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 51810 |
February 1991 | 77.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 51810 |