SR1403 over BIG BUFFALO CREEK
Map
Coordinates:
+35.54151, -79.2290135°32'29" N, 79°13'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1403 over BIG BUFFALO CREEK |
Structure number: | 000000001050097 |
Old structure number: | 000000000105097 (from 1992 edition) |
Location: | 0.8 MI. E. JCT. SR1400 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 105.0 ft. [32.0 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: | 1963 |
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: | 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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 660 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Good | 660 | 81.0 |
November 2015 | Good | Good | Good | Good | 830 | 74.9 |
November 2013 | Good | Good | Good | Good | 830 | 74.9 |
November 2011 | Fair | Fair | Good | Good | 530 | 80.0 |
November 2009 | Fair | Satisfactory | Very Good | Good | 510 | 80.8 |
February 2008 | Fair | Satisfactory | Very Good | Good | 320 | 76.8 |
January 2006 | Fair | Satisfactory | Very Good | Good | 370 | 79.4 |
November 2003 | Fair | Satisfactory | Very Good | Good | 370 | 79.4 |
January 2002 | Fair | Satisfactory | Very Good | Good | 2700 | 69.9 |
September 1999 | Fair | Satisfactory | Very Good | Good | 590 | 78.4 |
June 1997 | Fair | Satisfactory | Very Good | Good | 450 | 78.4 |
August 1995 | Fair | Satisfactory | Very Good | Very Good | 400 | 78.4 |
August 1993 | Fair | Satisfactory | Very Good | Very Good | 400 | 72.9 |
September 1991 | Fair | Satisfactory | Very Good | Very Good | 200 | 77.9 |