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Comp NB SR-953 over Miami Canal C-6
Map
Coordinates:
+25.81022, -80.26433
25°48'37" N, 80°15'52" W
+25.81022, -80.26433
25°48'37" N, 80°15'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Comp NB SR-953 over Miami Canal C-6 |
| Structure number: | 870971 |
| Location: | N. Of NW 36 St. |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 39.4 ft. [12.0 m] |
| Total length: | 147.6 ft. [45.0 m] |
| Roadway width between curbs: | 53.2 ft. [16.2 m] |
| Deck width edge-to-edge: | 62.3 ft. [19.0 m] |
| Vertical clearance below bridge: | 3.3 ft. [1.0 m] |
| Skew angle: | 42° |
| Owner: | State Highway Agency [01] |
| Year built: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,000 [as of 2015] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Superior to present desirable criteria [9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 78.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Good | Good | Good | Very Good | 24000 | 78.3 |
| March 2015 | Good | Good | Good | Good | 23250 | 82.0 |
| March 2013 | Good | Good | Good | Good | 27250 | 82.0 |
| March 2011 | Good | Good | Good | Good | 31000 | 82.0 |
| April 2009 | Good | Good | Good | Good | 24250 | 82.0 |
| March 2007 | Good | Excellent | Excellent | Excellent | 21000 | 79.0 |
| March 2005 | Good | Excellent | Excellent | Excellent | 21000 | 24.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 88 | 88 | 0 | 0 | 0 |
| Prestressed Concrete Pile | each | 56 | 56 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 265 | 265 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 156 | 156 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 148 | 148 | 0 | 0 | 0 |
| Other Material Bridge Rail | linear ft. | 148 | 147 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 9,170 | 9,169 | 1 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088012
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088012