US701 NC41 NC242 over UT TO CAPE FEAR RIVER
Map
Coordinates:
+34.63783, -78.5989134°38'16" N, 78°35'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US701 NC41 NC242 over UT TO CAPE FEAR RIVER |
Structure number: | 000000000170199 |
Location: | 0.7 MI N JCT NC87 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 240.2 ft. [73.2 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,500 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 97.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Satisfactory | 6500 | 97.4 |
June 2015 | Fair | Good | Good | Satisfactory | 6000 | 97.4 |
June 2013 | Fair | Fair | Good | Fair | 6000 | 80.3 |
June 2011 | Fair | Fair | Good | Fair | 6500 | 80.2 |
December 2009 | Fair | Satisfactory | Good | Satisfactory | 5500 | 92.4 |
September 2008 | Fair | Satisfactory | Good | Very Good | 6550 | 92.3 |
August 2006 | Fair | Satisfactory | Good | Very Good | 6550 | 92.3 |
October 2003 | Fair | Satisfactory | Good | Very Good | 6550 | 92.3 |
October 2001 | Fair | Satisfactory | Good | Very Good | 4450 | 92.5 |
February 2000 | Fair | Satisfactory | Good | Very Good | 6200 | 97.4 |
October 1991 | Fair | Satisfactory | Satisfactory | Very Good | 4600 | 97.6 |