Share: 
US-301 (SR-200) over CSXRR
Map
Coordinates:
+30.55787, -81.83590
30°33'28" N, 81°50'09" W
+30.55787, -81.83590
30°33'28" N, 81°50'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-301 (SR-200) over CSXRR |
| Structure number: | 740102 |
| Location: | US-301/CSXRR IN CALLAHAN |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 63.0 ft. [19.2 m] |
| Total length: | 170.0 ft. [51.8 m] |
| Roadway width between curbs: | 67.9 ft. [20.7 m] |
| Deck width edge-to-edge: | 83.0 ft. [25.3 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 12° |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,200 [as of 2017] |
| Truck traffic: | 30% of total traffic |
| Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 95.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Good | Good | Very Good | Very Good | 6200 | 95.4 |
| October 2016 | Good | Good | Very Good | Very Good | 6100 | 95.4 |
| October 2014 | Good | Good | Very Good | Very Good | 5700 | 95.7 |
| October 2012 | Good | Good | Very Good | Very Good | 6000 | 95.5 |
| October 2010 | Good | Good | Very Good | Very Good | 6500 | 95.1 |
| October 2008 | Good | Good | Very Good | Very Good | 7100 | 94.7 |
| September 2006 | Good | Very Good | Very Good | Very Good | 7000 | 94.8 |
| September 2004 | Good | Very Good | Very Good | Good | 6200 | 95.4 |
| September 2002 | Good | Very Good | Very Good | Good | 5700 | 95.7 |
| August 2000 | Good | Excellent | Excellent | Excellent | 4600 | 96.5 |
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. | 1,700 | 1,700 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 14,127 | 14,126 | 0 | 1 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 170 | 164 | 0 | 6 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 162 | 156 | 0 | 6 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 164 | 92 | 72 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 340 | 299 | 41 | 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/1085414
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1085414