US176 over NORTH PACOLET RIVER
Map
Coordinates:
+35.22356, -82.2557835°13'25" N, 82°15'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US176 over NORTH PACOLET RIVER |
Structure number: | 000000001490052 |
Location: | .01 MI.E.JCT.SR1125 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
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: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 2700 | 78.3 |
September 2015 | Fair | Fair | Good | Fair | 2000 | 68.4 |
September 2013 | Fair | Fair | Good | Fair | 2000 | 68.4 |
October 2011 | Fair | Fair | Good | Fair | 2100 | 66.8 |
October 2009 | Fair | Satisfactory | Good | Satisfactory | 2600 | 78.6 |
September 2007 | Fair | Satisfactory | Good | Satisfactory | 2800 | 76.2 |
November 2005 | Fair | Satisfactory | Good | Satisfactory | 2800 | 76.2 |
September 2003 | Fair | Good | Good | Satisfactory | 3600 | 75.9 |
August 2001 | Fair | Good | Good | Satisfactory | 3600 | 75.9 |
September 1999 | Fair | Good | Good | Satisfactory | 3500 | 75.9 |
July 1991 | Fair | Good | Good | Satisfactory | 2700 | 79.6 |