COMP SR-7 over I-195 (SR-112)
Map
Coordinates:
+25.81250, -80.2066725°48'45" N, 80°12'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | COMP SR-7 over I-195 (SR-112) |
Structure number: | 870021 |
Location: | SR112 & I-95 INTERCHANGE |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 191.0 ft. [58.2 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 65.0 ft. [19.8 m] |
Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,400 [as of 2014] |
Truck traffic: | 3% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 73.3 tons [66.6 metric tons] |
Inventory rating: | 43.6 tons [39.6 metric tons] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 78.0 | Good | Good | Good | Good | FO | 21400 |
February 2014 | 78.0 | Good | Good | Good | Good | FO | 19500 |
February 2012 | 78.0 | Good | Good | Good | Good | FO | 21100 |
February 2010 | 78.0 | Good | Good | Good | Good | FO | 21000 |
February 2008 | 78.0 | Fair | Satisfactory | Very Good | Good | FO | 23500 |
February 2006 | 77.0 | Good | Good | Very Good | Good | FO | 19100 |
January 2004 | 77.0 | Good | Good | Very Good | Good | FO | 20300 |
January 2002 | 77.0 | Good | Good | Very Good | Good | FO | 21000 |
November 1999 | 77.0 | Good | Good | Very Good | Good | FO | 21500 |
November 1997 | 77.0 | Good | Good | Very Good | Good | FO | 18705 |
December 1995 | 75.0 | Good | Good | Very Good | Good | FO | 18705 |
December 1993 | 78.0 | Good | Good | Very Good | Good | FO | 18705 |
December 1991 | 78.0 | Good | Good | Very Good | Good | FO | 18705 |
April 1990 | 78.0 | Good | Good | Very Good | Good | FO | 18705 |