SR1225 over CONTENTNEA CREEK
Map
Coordinates:
+35.55467, -77.7512735°33'17" N, 77°45'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1225 over CONTENTNEA CREEK |
Structure number: | 000000000790001 |
Old structure number: | 000000000079001 (from 1992 edition) |
Location: | 0.5 MI. W. OF JCT. SR1222 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 241.2 ft. [73.5 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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 continuous [6] |
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: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 470 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Good | Satisfactory | 470 | 96.7 |
December 2015 | Fair | Good | Good | Satisfactory | 540 | 96.5 |
December 2013 | Good | Good | Good | Good | 400 | 96.6 |
December 2011 | Good | Good | Good | Good | 470 | 96.6 |
December 2009 | Good | Very Good | Very Good | Good | 480 | 96.6 |
March 2008 | Good | Very Good | Very Good | Good | 480 | 96.6 |
March 2006 | Good | Very Good | Very Good | Good | 510 | 96.6 |
November 2003 | Fair | Fair | Very Good | Good | 570 | 95.5 |
April 2002 | Poor | Serious | Very Good | Good | 580 | 91.5 |
August 2000 | Fair | Satisfactory | Very Good | Good | 580 | 96.5 |
July 1998 | Fair | Satisfactory | Very Good | Good | 650 | 96.4 |
June 1996 | Fair | Satisfactory | Very Good | Good | 500 | 96.6 |
May 1994 | Fair | Satisfactory | Very Good | Good | 475 | 96.6 |
September 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 475 | 89.0 |
June 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 400 | 94.6 |