US158 over CHOCKOYOTTE CREEK
Map
Coordinates:
+36.43956, -77.6602436°26'22" N, 77°39'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US158 over CHOCKOYOTTE CREEK |
Structure number: | 000000000830034 |
Location: | 0.5 MI E NC48 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 40.0 ft. [12.2 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
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: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,000 [as of 2015] |
Truck traffic: | 14% 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 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] |
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: | 52.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2017 | Poor | 4 out of 10 | 11000 | 52.9 |
June 2015 | Fair | 5 out of 10 | 12000 | 70.0 |
June 2013 | Fair | 5 out of 10 | 12000 | 70.0 |
June 2011 | Fair | 5 out of 10 | 12000 | 70.0 |
June 2009 | Fair | 5 out of 10 | 9700 | 70.7 |
October 2007 | Fair | 5 out of 10 | 12000 | 70.0 |
August 2005 | Fair | 6 out of 10 | 12000 | 81.6 |
July 2003 | Fair | 6 out of 10 | 10000 | 82.2 |
November 2001 | Fair | 6 out of 10 | 10000 | 82.2 |
October 2000 | Fair | 6 out of 10 | 11000 | 79.9 |
July 1998 | Fair | 6 out of 10 | 15200 | 78.7 |
May 1990 | Fair | 6 out of 10 | 8500 | 96.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 222 | 151 | 35 | 36 | 0 |