Share: 
I26 over ROCKY CREEK
Map
Coordinates:
+36.16167, -82.40333
36°09'42" N, 82°24'12" W
+36.16167, -82.40333
36°09'42" N, 82°24'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I26 over ROCKY CREEK |
| Structure number: | 86I00260025 |
| Location: | NORTH OF ERWIN |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 10.2 ft. [3.1 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1981 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,280 [as of 2017] |
| Truck traffic: | 7% of total traffic |
| Structural 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 61.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $328,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Fair | 5 out of 10 | 19280 | 61.6 |
| December 2016 | Fair | 5 out of 10 | 18260 | 59.1 |
| February 2015 | Fair | 5 out of 10 | 17660 | 59.5 |
| February 2013 | Fair | 5 out of 10 | 16870 | 59.9 |
| February 2011 | Fair | 5 out of 10 | 20420 | 58.0 |
| February 2009 | Fair | 5 out of 10 | 18830 | 58.8 |
| March 2007 | Fair | 5 out of 10 | 15320 | 60.7 |
| March 2005 | Fair | 5 out of 10 | 14820 | 61.0 |
| March 2003 | Fair | 5 out of 10 | 14800 | 61.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 364 | 317 | 47 | 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/1514304
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1514304