US13 17 64 RAMP over US13 17 64BUS.
Map
Coordinates:
+35.84094, -77.0525335°50'27" N, 77°03'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13 17 64 RAMP over US13 17 64BUS. |
Structure number: | 000000001170246 |
Location: | 1.7 MI. E. OF JCT. US17 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 173.9 ft. [53.0 m] |
Total length: | 435.1 ft. [132.6 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,250 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Good | 3250 | 74.6 |
September 2016 | Good | Good | Good | Good | 2400 | 76.2 |
September 2014 | Good | Good | Good | Good | 2400 | 76.2 |
September 2012 | Good | Good | Good | Good | 4300 | 70.6 |
September 2010 | Good | Good | Very Good | Very Good | 4150 | 76.4 |
August 2008 | Good | Good | Good | Good | 4850 | 80.4 |
July 2006 | Good | Very Good | Very Good | Very Good | 5500 | 80.4 |
August 2003 | Good | Very Good | Very Good | Very Good | 4800 | 78.4 |
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 |
Steel Girder/Beam | linear ft. | 1,747 | 1,746 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,534 | 10,536 | 2,997 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 127 | 117 | 10 | 0 | 0 |
Steel Pile | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 134 | 134 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 270 | 270 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 31 | 11 | 20 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 31 | 31 | 0 | 0 | 0 |
Bearings |
Pot Bearing | each | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 870 | 500 | 370 | 0 | 0 |