SR-808 Glades Road over E-2 West Canal
Map
Coordinates:
+26.36794, -80.1711726°22'05" N, 80°10'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-808 Glades Road over E-2 West Canal |
Structure number: | 930415 |
Location: | Glades Rd. & Turnpike |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 104.7 ft. [31.9 m] |
Deck width edge-to-edge: | 121.4 ft. [37.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 44,000 [as of 2018] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 44000 | 91.2 |
September 2016 | Good | Good | Good | Good | 46000 | 90.9 |
September 2014 | Good | Good | Good | Good | 44500 | 91.1 |
September 2012 | Good | Good | Good | Good | 48500 | 88.2 |
September 2010 | Good | Good | Good | Good | 44500 | 88.0 |
September 2008 | Good | Good | Good | Good | 53500 | 88.8 |
September 2006 | Good | Good | Good | Good | 50000 | 83.8 |
November 2004 | Good | Good | Good | Good | 52500 | 83.5 |
November 2002 | Good | Good | Good | Good | 46500 | 86.4 |
September 2000 | Good | Good | Good | Good | 45000 | 86.6 |
March 1999 | Good | Good | Good | Very Good | 44000 | 86.8 |
March 1997 | Good | Good | Good | Very Good | 32000 | 94.7 |
July 1995 | Good | Good | Very Good | Very Good | 24600 | 96.0 |
August 1993 | Good | Good | Very Good | Very Good | 48936 | 92.4 |
December 1991 | Good | Good | Very Good | Very Good | 42484 | 93.3 |
October 1989 | Good | - | Excellent | Excellent | 40368 | 93.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 252 | 251 | 1 | 0 | 0 |
Prestressed Concrete Pile | each | 26 | 21 | 1 | 4 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 246 | 246 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 160 | 160 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 9,704 | 9,678 | 26 | 0 | 0 |