NC32 over TROTMAN CREEK
Map
Coordinates:
+36.34679, -76.6362436°20'48" N, 76°38'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC32 over TROTMAN CREEK |
Structure number: | 000000000730002 |
Location: | 0.1 MI.N. JCT SR1415 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 24.9 ft. [7.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
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: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2012] |
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: | Better than present minimum criteria [7] |
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: | 71.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
January 2018 | Poor | 4 out of 10 | 3000 | 71.4 |
January 2016 | Fair | 5 out of 10 | 3000 | 87.7 |
January 2014 | Fair | 5 out of 10 | 3000 | 87.7 |
January 2012 | Fair | 5 out of 10 | 3400 | 87.5 |
January 2010 | Fair | 5 out of 10 | 3400 | 87.5 |
January 2008 | Fair | 6 out of 10 | 3400 | 98.7 |
November 2005 | Fair | 6 out of 10 | 3100 | 98.8 |
August 2003 | Fair | 5 out of 10 | 3700 | 87.4 |
March 2002 | Fair | 5 out of 10 | 2000 | 88.1 |
February 2000 | Fair | 5 out of 10 | 3100 | 87.7 |
March 1990 | Fair | 6 out of 10 | 2800 | 99.0 |