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SR-80 WB over FLAGHOLE CANAL
Map
Coordinates:
+26.75306, -81.11306
26°45'11" N, 81°06'47" W
+26.75306, -81.11306
26°45'11" N, 81°06'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-80 WB over FLAGHOLE CANAL |
| Structure number: | 070080 |
| Location: | 2.0 MI W/O US-27 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 113.9 ft. [34.7 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,500 [as of 2017] |
| Truck traffic: | 22% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Very Good | Very Good | Good | 14500 | 85.0 |
| June 2015 | Good | Very Good | Very Good | Good | 14500 | 85.0 |
| June 2013 | Good | Very Good | Very Good | Very Good | 14500 | 85.0 |
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. | 87 | 87 | 0 | 0 | 0 |
| Prestressed Concrete Pile | each | 10 | 0 | 4 | 6 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 87 | 87 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 87 | 81 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 228 | 228 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 4,914 | 4,914 | 0 | 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/1668720
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1668720