EB SR808 Glades Rd over Military Trail & CSX RR
Map
Coordinates:
+26.36813, -80.1209526°22'05" N, 80°07'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EB SR808 Glades Rd over Military Trail & CSX RR |
Structure number: | 930246 |
Location: | 800 ft West of I 95 |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 258.9 ft. [78.9 m] |
Roadway width between curbs: | 63.7 ft. [19.4 m] |
Deck width edge-to-edge: | 66.3 ft. [20.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 5 |
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: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 32,000 [as of 2018] |
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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 32000 | 93.4 |
September 2016 | Good | Good | Good | Good | 30500 | 92.6 |
September 2014 | Good | Very Good | Good | Good | 29500 | 92.7 |
September 2012 | Good | Very Good | Good | Good | 31000 | 92.5 |
September 2010 | Good | Good | Good | Good | 28250 | 91.9 |
September 2008 | Good | Good | Good | Good | 30000 | 93.1 |
September 2006 | Fair | Satisfactory | Very Good | Good | 32750 | 94.9 |
October 2004 | Fair | Satisfactory | Very Good | Good | 34000 | 96.4 |
September 2002 | Fair | Satisfactory | Very Good | Good | 33500 | 97.4 |
September 2000 | Fair | Satisfactory | Very Good | Good | 32000 | 97.5 |
March 1999 | Good | Good | Very Good | Good | 29000 | 97.6 |
March 1997 | Good | Good | Very Good | Good | 28750 | 90.1 |
June 1995 | Good | Good | Very Good | Good | 36200 | 88.0 |
March 1994 | Good | Good | Very Good | Good | 28100 | 93.8 |
January 1992 | Good | Good | Very Good | Good | 29194 | 93.7 |
March 1990 | Good | Good | Very Good | Good | 29273 | 93.7 |
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. | 2,146 | 2,146 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,185 | 17,181 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 135 | 135 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 253 | 252 | 0 | 1 | 0 |
Joints |
Pourable Joint | linear ft. | 398 | 394 | 3 | 0 | 1 |
Bearings |
Elastomeric Bearing | each | 82 | 82 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 259 | 259 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 259 | 259 | 0 | 0 | 0 |