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NC98 over CROOKED CREEK
Map
Coordinates:
+35.96141, -78.28448
35°57'41" N, 78°17'04" W
+35.96141, -78.28448
35°57'41" N, 78°17'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NC98 over CROOKED CREEK |
| Structure number: | 000000000690169 |
| Location: | 0.4 MI.E. JCT SR1001 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 8.9 ft. [2.7 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| 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: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,700 [as of 2015] |
| Truck traffic: | 8% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 72.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2017 | Poor | 4 out of 10 | 2700 | 72.1 |
| March 2015 | Good | 7 out of 10 | 2600 | 99.4 |
| April 2013 | Good | 7 out of 10 | 2600 | 99.4 |
| April 2011 | Good | 7 out of 10 | 6100 | 98.6 |
| April 2009 | Fair | 6 out of 10 | 6000 | 98.6 |
| April 2007 | Fair | 6 out of 10 | 7000 | 98.4 |
| August 2004 | Good | 7 out of 10 | 3000 | 99.3 |
© 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/1325879
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1325879