SR1338 over HUNTING CREEK
Map
Coordinates:
+35.94122, -80.6900535°56'28" N, 80°41'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1338 over HUNTING CREEK |
Structure number: | 000000000590078 |
Location: | 0.8 MI. S. JCT. SR1335 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 220.2 ft. [67.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Steel [3] |
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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 540 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 47.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Satisfactory | Poor | Fair | 540 | 47.6 |
October 2016 | Poor | Satisfactory | Poor | Fair | 520 | 47.6 |
October 2014 | Poor | Satisfactory | Poor | Fair | 520 | 47.6 |
October 2012 | Poor | Fair | Poor | Fair | 540 | 49.6 |
October 2010 | Poor | Satisfactory | Poor | Satisfactory | 560 | 47.3 |
October 2008 | Poor | Satisfactory | Poor | Satisfactory | 780 | 44.1 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 520 | 71.9 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 560 | 75.8 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 75.8 |
November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 470 | 75.8 |
October 1998 | Fair | Satisfactory | Good | Satisfactory | 530 | 75.8 |
October 1990 | Fair | Fair | Satisfactory | Good | 400 | 62.7 |