COMP SR-7 over I-195 (SR-112)
Map
Coordinates:
+25.81260, -80.2067925°48'45" N, 80°12'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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: | 13.1 ft. [4.0 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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,100 [as of 2017] |
Truck traffic: | 4% 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] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 17100 | 78.0 |
February 2016 | Good | Good | Good | Good | 21400 | 78.0 |
February 2014 | Good | Good | Good | Good | 19500 | 78.0 |
February 2012 | Good | Good | Good | Good | 21100 | 78.0 |
February 2010 | Good | Good | Good | Good | 21000 | 78.0 |
February 2008 | Fair | Satisfactory | Very Good | Good | 23500 | 78.0 |
February 2006 | Good | Good | Very Good | Good | 19100 | 77.0 |
January 2004 | Good | Good | Very Good | Good | 20300 | 77.0 |
January 2002 | Good | Good | Very Good | Good | 21000 | 77.0 |
November 1999 | Good | Good | Very Good | Good | 21500 | 77.0 |
November 1997 | Good | Good | Very Good | Good | 18705 | 77.0 |
December 1995 | Good | Good | Very Good | Good | 18705 | 75.0 |
December 1993 | Good | Good | Very Good | Good | 18705 | 78.0 |
December 1991 | Good | Good | Very Good | Good | 18705 | 78.0 |
April 1990 | Good | Good | Very Good | Good | 18705 | 78.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 2,093 | 2,093 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,409 | 0 | 12,407 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 131 | 131 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 197 | 197 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 308 | 304 | 4 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 88 | 88 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 381 | 376 | 0 | 5 | 0 |
Other Material Bridge Rail | linear ft. | 381 | 301 | 50 | 30 | 0 |
Steel Protective Coating | sq. ft. | 481 | 431 | 0 | 50 | 0 |