SR1209 over MOORES CREEK
Map
Coordinates:
+34.59626, -78.1233934°35'47" N, 78°07'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1209 over MOORES CREEK |
Structure number: | 000000001410046 |
Location: | 1.0 MI. W. OF JCT. NC11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 570 [as of 2013] |
Truck traffic: | 6% 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: | 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: | 88.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Satisfactory | 570 | 88.8 |
October 2016 | Fair | Good | Good | Satisfactory | 570 | 88.8 |
October 2014 | Fair | Very Good | Very Good | Fair | 570 | 77.8 |
October 2012 | Good | Good | Good | Good | 530 | 88.8 |
October 2010 | Good | Very Good | Good | Good | 580 | 88.8 |
November 2008 | Good | Very Good | Good | Good | 650 | 88.8 |
December 2006 | Good | Very Good | Very Good | Good | 580 | 88.8 |
November 2004 | Good | Very Good | Very Good | Good | 580 | 88.8 |
October 2002 | Good | Very Good | Good | Good | 630 | 88.8 |
December 2000 | Good | Very Good | Good | Good | 750 | 88.8 |
May 1999 | Good | Very Good | Good | Good | 590 | 88.8 |
April 1991 | Fair | Very Good | Good | Satisfactory | 300 | 87.6 |