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US74E.RAMP over I-26 US74W.RAMP
Map
Coordinates:
+35.25012, -82.20720
35°15'00" N, 82°12'26" W
+35.25012, -82.20720
35°15'00" N, 82°12'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US74E.RAMP over I-26 US74W.RAMP |
| Structure number: | 000000001490232 |
| Location: | 0.34 MILES EAST OF NC108 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 70.9 ft. [21.6 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 31.8 ft. [9.7 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 2018 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| 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: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,000 [as of 2017] |
| Truck traffic: | 23% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 91.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Excellent | Excellent | Excellent | 6000 | 91.1 |
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. | 288 | 288 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,696 | 2,696 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 134 | 134 | 0 | 0 | 0 |
| Steel Pile | each | 16 | 16 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 102 | 102 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 72 | 0 | 0 | 0 | 72 |
| Bearings | ||||||
| Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 8 | 8 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 150 | 150 | 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/1725988
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1725988