SR1147 over HUNTING CREEK OVERFLOW
Map
Coordinates:
+35.87253, -80.6265135°52'21" N, 80°37'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1147 over HUNTING CREEK OVERFLOW |
Structure number: | 000000000590117 |
Location: | 1.0 MI. W. JCT. SR1116 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 161.1 ft. [49.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 78.5 |
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 | Fair | Satisfactory | Good | 1700 | 78.5 |
October 2016 | Fair | Satisfactory | Good | Good | 1165 | 79.7 |
October 2014 | Fair | Satisfactory | Good | Good | 1165 | 79.7 |
October 2012 | Fair | Fair | Good | Good | 1165 | 78.7 |
October 2010 | Fair | Satisfactory | Very Good | Very Good | 650 | 85.8 |
October 2008 | Fair | Satisfactory | Very Good | Good | 650 | 85.8 |
October 2006 | Fair | Satisfactory | Very Good | Good | 600 | 85.8 |
October 2004 | Fair | Satisfactory | Very Good | Good | 600 | 85.8 |
October 2002 | Fair | Satisfactory | Very Good | Good | 600 | 85.8 |
October 2000 | Fair | Satisfactory | Very Good | Good | 510 | 85.9 |
October 1998 | Fair | Satisfactory | Very Good | Good | 550 | 85.9 |
October 1990 | Fair | Satisfactory | Very Good | Very Good | 400 | 85.9 |