I73 I74 US220S over BR. OF NAKED CREEK
Map
Coordinates:
+35.18119, -79.7151035°10'52" N, 79°42'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I73 I74 US220S over BR. OF NAKED CREEK |
Structure number: | 000000001230259 |
Location: | 0.6 MI. N. JCT. SR1638 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 437.0 ft. [133.2 m] |
Roadway width between curbs: | 45.3 ft. [13.8 m] |
Deck width edge-to-edge: | 48.6 ft. [14.8 m] |
Skew angle: | 99° |
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: | 5 |
Main spans material: | Prestressed concrete [5] |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,500 [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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 5500 | 97.5 |
May 2016 | Good | Good | Good | Good | 5500 | 97.5 |
May 2014 | Good | Good | Good | Good | 4500 | 97.6 |
May 2012 | Good | Good | Good | Good | 4500 | 91.6 |
May 2010 | Good | Very Good | Very Good | Very Good | 3200 | 99.7 |
July 2008 | Good | Excellent | Excellent | Excellent | 8050 | 99.3 |
January 2008 | Good | Excellent | Excellent | Excellent | 8050 | 99.3 |
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. | 2,175 | 2,175 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,144 | 0 | 21,144 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 149 | 120 | 29 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 104 | 104 | 0 | 0 | 0 |
Steel Pile | each | 93 | 92 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13,887 | 13,886 | 0 | 1 | 0 |
Prestressed Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 305 | 305 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 300 | 296 | 4 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 50 | 50 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 50 | 50 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 878 | 772 | 106 | 0 | 0 |