NC37 over BENNETTS CREEK
Map
Coordinates:
+36.39924, -76.7503336°23'57" N, 76°45'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC37 over BENNETTS CREEK |
Structure number: | 000000000730013 |
Old structure number: | 000000000073013 (from 1992 edition) |
Location: | 0.6 MI. S. JCT.US158 BUS. |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 136.2 ft. [41.5 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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 [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 3,000 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 8.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Fair | Satisfactory | 3000 | 8.0 |
January 2016 | Fair | Satisfactory | Satisfactory | Fair | 2900 | 9.0 |
January 2014 | Fair | Satisfactory | Satisfactory | Fair | 2900 | 9.0 |
January 2012 | Good | Good | Good | Good | 2900 | 79.9 |
January 2010 | Fair | Satisfactory | Good | Satisfactory | 3500 | 79.3 |
January 2008 | Fair | Satisfactory | Good | Satisfactory | 3300 | 79.5 |
December 2005 | Fair | Satisfactory | Good | Good | 3100 | 79.7 |
October 2003 | Good | Good | Good | Good | 3000 | 79.8 |
March 2002 | Good | Good | Good | Good | 3000 | 79.8 |
March 2000 | Good | Good | Good | Good | 2500 | 92.0 |
February 1998 | Good | Good | Good | Good | 2700 | 91.8 |
March 1996 | Good | Good | Good | Good | 3600 | 79.2 |
August 1994 | Good | Good | Good | Good | 2900 | 80.0 |
March 1993 | Good | Very Good | Very Good | Very Good | 2500 | 92.0 |
May 1992 | Fair | Fair | Satisfactory | Fair | 2500 | 24.0 |
March 1990 | Fair | Fair | Satisfactory | Fair | 2600 | 37.3 |