I95SB-SR112WB SUNP over SR-112
Map
Coordinates:
+25.81371, -80.2073525°48'49" N, 80°12'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I95SB-SR112WB SUNP over SR-112 |
Structure number: | 870775 |
Location: | I-95/SR-112/I-195 INTRCHG |
Purpose: | Carries highway overpass (third level) over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Tolls: | Yes, on Interstate toll segment under Secretarial Agreement [4] |
Length of largest span: | 163.1 ft. [49.7 m] |
Total length: | 1071.9 ft. [326.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Vertical clearance above deck: | 18.4 ft. [5.6 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,100 [as of 2016] |
Truck traffic: | 2% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 6100 | 95.1 |
October 2015 | Good | Good | Good | Good | 6000 | 95.7 |
October 2013 | Good | Good | Good | Good | 6000 | 95.7 |
October 2011 | Good | Good | Good | Good | 6500 | 95.7 |
October 2009 | Good | Good | Good | Good | 21722 | 94.9 |
October 2007 | Good | Good | Good | Good | 21722 | 94.9 |
October 2005 | Good | Good | Good | Good | 21722 | 85.9 |
October 2003 | Good | Very Good | Very Good | Very Good | 21722 | 92.9 |
August 2001 | Good | Very Good | Very Good | Very Good | 21722 | 88.8 |
September 1999 | Good | Very Good | Very Good | Very Good | 5000 | 89.7 |
July 1997 | Good | Very Good | Very Good | Very Good | 5000 | 89.5 |
July 1995 | Fair | Very Good | Very Good | Satisfactory | 5000 | 89.6 |
September 1993 | Fair | Very Good | Very Good | Satisfactory | 5000 | 89.6 |
August 1991 | Fair | Very Good | Very Good | Satisfactory | 5000 | 89.6 |
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 |
Steel Girder/Beam | linear ft. | 1,371 | 1,371 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 26,260 | 26,260 | 0 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 2,030 | 2,029 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 28,832 | 28,632 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 26 | 26 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 259 | 249 | 10 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 45 | 36 | 9 | 0 | 0 |
Compression Joint | linear ft. | 46 | 46 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 46 | 44 | 0 | 2 | 0 |
Pot Bearing | each | 12 | 3 | 9 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 2,145 | 2,145 | 0 | 0 | 0 |