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CR-714 Indian St. over Okeechobee Waterway
Map
Coordinates:
+27.15936, -80.25386
27°09'34" N, 80°15'14" W
+27.15936, -80.25386
27°09'34" N, 80°15'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR-714 Indian St. over Okeechobee Waterway |
| Structure number: | 894062 |
| Location: | 0.1 MI West of SR-76 |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 250.0 ft. [76.2 m] |
| Total length: | 3069.0 ft. [935.4 m] |
| Roadway width between curbs: | 89.9 ft. [27.4 m] |
| Deck width edge-to-edge: | 108.6 ft. [33.1 m] |
| Vertical clearance below bridge: | 55.8 ft. [17.0 m] |
| Skew angle: | 99° |
| Owner: | County Highway Agency [02] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans 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: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,700 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 95.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Good | Good | Very Good | Good | 18700 | 95.3 |
| December 2015 | Good | Good | Very Good | Good | 18700 | 95.3 |
| December 2013 | Good | Good | Very Good | Good | 100 | 98.0 |
© 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/1668987
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1668987