SR1700 over BROWN MARSH SWAMP
Map
Coordinates:
+34.52238, -78.6425034°31'21" N, 78°38'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1700 over BROWN MARSH SWAMP |
Structure number: | 000000000170029 |
Location: | 0.7 MI.S.JCT.SR1762 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 950 [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 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: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Very Good | 950 | 96.0 |
June 2015 | Good | Good | Good | Good | 950 | 96.0 |
June 2013 | Good | Good | Good | Good | 1000 | 95.6 |
June 2011 | Good | Good | Good | Good | 490 | 99.7 |
July 2009 | Poor | Poor | Serious | Poor | 960 | 26.1 |
February 2008 | Poor | Fair | Poor | Poor | 1200 | 45.4 |
July 2006 | Poor | Fair | Poor | Poor | 1200 | 45.4 |
November 2003 | Poor | Fair | Poor | Poor | 560 | 54.3 |
October 2001 | Poor | Fair | Poor | Poor | 480 | 54.4 |
November 1999 | Fair | Fair | Fair | Fair | 550 | 70.5 |
October 1991 | Fair | Very Good | Satisfactory | Fair | 3000 | 55.6 |