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US-301 (SR-200) SB over BRANDY BRANCH NORTH
Map
Coordinates:
+30.37809, -81.94136
30°22'41" N, 81°56'29" W
+30.37809, -81.94136
30°22'41" N, 81°56'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-301 (SR-200) SB over BRANDY BRANCH NORTH |
| Structure number: | 740115 |
| Location: | SR-200 & CR-119 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 109.9 ft. [33.5 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,800 [as of 2016] |
| Truck traffic: | 30% 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: | 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: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Good | Good | Good | Very Good | 2800 | 100.0 |
| February 2017 | Good | Good | Good | Very Good | 4800 | 100.0 |
| February 2015 | Good | Excellent | Excellent | Excellent | 4400 | 100.0 |
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. | 115 | 115 | 0 | 0 | 0 |
| Prestressed Concrete Pile | each | 10 | 10 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 110 | 110 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 104 | 104 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 220 | 220 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 6,059 | 6,048 | 2 | 9 | 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/1683575
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1683575