SR1344 over MIDDLE SWAMP
Map
Coordinates:
+35.53236, -77.5453335°31'56" N, 77°32'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1344 over MIDDLE SWAMP |
Structure number: | 000000000790034 |
Old structure number: | 000000000079034 (from 1992 edition) |
Location: | 0.9 MI.N.JCT.SR1335 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 750 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 750 | 99.7 |
January 2016 | Good | Very Good | Very Good | Very Good | 750 | 99.7 |
November 2014 | Good | Very Good | Very Good | Very Good | 750 | 99.6 |
January 2014 | Fair | Fair | Fair | Fair | 910 | 60.5 |
January 2012 | Fair | Fair | Fair | Fair | 710 | 64.8 |
January 2010 | Fair | Satisfactory | Good | Satisfactory | 830 | 64.6 |
May 2008 | Fair | Fair | Satisfactory | Satisfactory | 830 | 63.6 |
March 2006 | Fair | Fair | Satisfactory | Satisfactory | 620 | 71.3 |
November 2003 | Fair | Fair | Satisfactory | Satisfactory | 720 | 71.3 |
September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 720 | 72.3 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 920 | 64.5 |
July 1998 | Fair | Fair | Satisfactory | Satisfactory | 800 | 63.6 |
June 1996 | Fair | Fair | Satisfactory | Satisfactory | 850 | 63.6 |
May 1994 | Fair | Fair | Satisfactory | Satisfactory | 800 | 63.4 |
June 1992 | Fair | Fair | Satisfactory | Satisfactory | 800 | 65.2 |
April 1990 | Fair | Fair | Satisfactory | Satisfactory | 700 | 70.8 |