US64 over BEAR CREEK
Map
Coordinates:
+35.90543, -80.6041835°54'20" N, 80°36'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US64 over BEAR CREEK |
Structure number: | 000000000590034 |
Location: | 0.5 MI. E. JCT. SR1116 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,400 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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: | Equal to present desirable criteria [8] |
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: | 77.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Satisfactory | Satisfactory | 5400 | 77.0 |
November 2016 | Fair | Fair | Fair | Fair | 5400 | 64.8 |
November 2014 | Fair | Fair | Fair | Fair | 5400 | 64.8 |
November 2012 | Fair | Good | Fair | Fair | 5600 | 65.8 |
November 2010 | Fair | Fair | Fair | Satisfactory | 6300 | 63.8 |
November 2008 | Fair | Fair | Fair | Satisfactory | 7100 | 62.1 |
November 2006 | Fair | Fair | Fair | Satisfactory | 7300 | 60.2 |
November 2004 | Fair | Fair | Fair | Satisfactory | 7100 | 60.2 |
November 2002 | Fair | Fair | Fair | Satisfactory | 7000 | 60.2 |
December 2000 | Fair | Fair | Fair | Satisfactory | 5800 | 60.5 |
March 1999 | Fair | Fair | Fair | Satisfactory | 7100 | 58.2 |
January 1991 | Fair | Fair | Fair | Fair | 5300 | 62.7 |