I73 I74 US220N over SR1455
Map
Coordinates:
+35.07655, -79.7313135°04'36" N, 79°43'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I73 I74 US220N over SR1455 |
Structure number: | 000000001530184 |
Location: | 0.8 MI. N. JCT. SR1452 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
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: | 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: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 2013] |
Truck traffic: | 23% of total traffic |
Deck condition: | Good [7 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: | 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: | 89.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 6000 | 89.4 |
March 2016 | Good | Good | Good | Good | 4850 | 89.5 |
March 2014 | Good | Good | Good | Good | 4850 | 89.5 |
March 2012 | Good | Good | Good | Good | 9500 | 89.0 |
May 2010 | Good | Very Good | Good | Very Good | 7300 | 97.3 |
July 2008 | Good | Excellent | Excellent | Excellent | 9035 | 97.1 |
January 2008 | Good | Excellent | Excellent | Excellent | 9035 | 97.1 |
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. | 550 | 550 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 45 | 45 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,821 | 4,776 | 45 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 144 | 141 | 3 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 22 | 22 | 0 | 0 | 0 |
Steel Pile | each | 12 | 12 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,160 | 2,160 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 216 | 216 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 270 | 270 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 104 | 84 | 0 | 20 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 228 | 197 | 31 | 0 | 0 |