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SR-80 EB over C-1 CANAL
Map
Coordinates:
+26.76828, -81.32436
26°46'06" N, 81°19'28" W
+26.76828, -81.32436
26°46'06" N, 81°19'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-80 EB over C-1 CANAL |
| Structure number: | 070075 |
| Location: | 7.1 MI E/O SR-29 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 126.0 ft. [38.4 m] |
| Total length: | 126.0 ft. [38.4 m] |
| Roadway width between curbs: | 39.7 ft. [12.1 m] |
| Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,450 [as of 2017] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Very Good | Very Good | Very Good | 5450 | 99.7 |
| June 2015 | Good | Very Good | Very Good | Very Good | 4750 | 99.8 |
| August 2013 | Good | Very Good | Very Good | Very Good | 14200 | 99.3 |
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. | 630 | 630 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,552 | 6,552 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 104 | 104 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 104 | 91 | 0 | 13 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 252 | 252 | 0 | 0 | 0 |
| Other Material Bridge Rail | linear ft. | 126 | 126 | 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/1668715
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1668715