NC32 over CORAPEAKE SWAMP
Map
Coordinates:
+36.52523, -76.5773136°31'31" N, 76°34'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC32 over CORAPEAKE SWAMP |
Structure number: | 000000000730018 |
Old structure number: | 000000000073018 (from 1992 edition) |
Location: | 0.2 MI N JCT SR1327 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
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: | 3,300 [as of 2012] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry 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 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: | 37.4 |
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 | Satisfactory | Good | Fair | 3300 | 37.4 |
January 2016 | Fair | Good | Good | Fair | 3300 | 35.8 |
January 2014 | Fair | Good | Good | Fair | 3300 | 35.8 |
January 2012 | Fair | Fair | Fair | Fair | 3800 | 34.0 |
January 2010 | Fair | Fair | Fair | Satisfactory | 4100 | 82.2 |
January 2008 | Fair | Fair | Fair | Satisfactory | 3700 | 82.4 |
December 2005 | Fair | Satisfactory | Good | Satisfactory | 3500 | 94.7 |
October 2003 | Fair | Satisfactory | Good | Satisfactory | 3600 | 94.6 |
February 2002 | Fair | Satisfactory | Good | Satisfactory | 3300 | 94.7 |
February 2000 | Fair | Satisfactory | Good | Satisfactory | 3600 | 94.6 |
March 1998 | Fair | Satisfactory | Good | Satisfactory | 2800 | 94.9 |
March 1996 | Fair | Satisfactory | Good | Satisfactory | 2800 | 94.9 |
August 1994 | Fair | Satisfactory | Good | Satisfactory | 3000 | 94.9 |
April 1992 | Fair | Satisfactory | Good | Satisfactory | 3000 | 94.9 |
March 1990 | Fair | Satisfactory | Good | Satisfactory | 2700 | 95.0 |