US601 over DUTCHMAN S CREEK
Map
Coordinates:
+36.01895, -80.6183136°01'08" N, 80°37'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US601 over DUTCHMAN S CREEK |
Structure number: | 000000000590036 |
Location: | 0.6 MI. S. JCT. NC801 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
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 [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,800 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 72.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 3800 | 72.7 |
October 2016 | Fair | Satisfactory | Good | Good | 3600 | 71.7 |
October 2014 | Fair | Satisfactory | Good | Good | 3600 | 71.7 |
October 2012 | Fair | Good | Good | Fair | 3500 | 60.4 |
October 2010 | Fair | Good | Good | Satisfactory | 4000 | 71.3 |
October 2008 | Fair | Good | Good | Satisfactory | 4300 | 71.2 |
October 2006 | Fair | Good | Good | Satisfactory | 3200 | 69.2 |
October 2004 | Fair | Good | Good | Satisfactory | 3700 | 69.0 |
October 2002 | Fair | Good | Good | Satisfactory | 3700 | 69.0 |
November 2000 | Fair | Good | Good | Satisfactory | 3300 | 74.5 |
October 1998 | Fair | Good | Good | Satisfactory | 3400 | 74.5 |
October 1990 | Fair | Satisfactory | Fair | Satisfactory | 2000 | 63.8 |