Share: 
NC16SBL over KILLIAN CREEK
Map
Coordinates:
+35.54139, -81.06541
35°32'29" N, 81°03'55" W
+35.54139, -81.06541
35°32'29" N, 81°03'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NC16SBL over KILLIAN CREEK |
| Structure number: | 000000001090296 |
| Location: | 0.4MI.N.JCT.SR1349 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 58.1 ft. [17.7 m] |
| Total length: | 160.1 ft. [48.8 m] |
| Roadway width between curbs: | 35.4 ft. [10.8 m] |
| Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| 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: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,000 [as of 2015] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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: | 81.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Good | Very Good | Fair | 11000 | 81.7 |
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. | 624 | 624 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,191 | 5,485 | 706 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 3 | 0 | 1 | 0 |
| Reinforced Concrete Abutment | linear ft. | 130 | 127 | 3 | 0 | 0 |
| Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 162 | 157 | 5 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 170 | 170 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 78 | 62 | 15 | 1 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 320 | 306 | 14 | 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/1725932
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1725932