Savannah Road over Messongo Creek
Map
Coordinates:
+37.88339, -75.6182237°53'00" N, 75°37'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Savannah Road over Messongo Creek |
Structure number: | 000000000000374 |
Location: | 0.02 fr 690/1.28 to 701 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 243 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Estimated cost of work: | $120,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 243 | 99.0 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 243 | 100.0 |
April 2014 | Good | Good | Good | Good | 351 | 100.0 |
April 2012 | Good | Good | Good | Good | 351 | 100.0 |
April 2010 | Fair | Fair | Fair | Satisfactory | 351 | 85.9 |
April 2008 | Fair | Fair | Fair | Satisfactory | 351 | 85.9 |
April 2006 | Fair | Fair | Fair | Satisfactory | 413 | 84.9 |
May 2004 | Fair | Fair | Fair | Satisfactory | 407 | 84.9 |
July 2002 | Fair | Fair | Fair | Satisfactory | 455 | 84.9 |
September 2000 | Fair | Fair | Fair | Satisfactory | 463 | 84.9 |
June 1998 | Fair | Fair | Fair | Very Good | 463 | 84.9 |
September 1996 | Fair | Fair | Fair | Very Good | 229 | 86.0 |
August 1994 | Good | Good | Good | Good | 229 | 98.0 |
August 1992 | Fair | Fair | Fair | Very Good | 200 | 86.0 |
July 1990 | Fair | Fair | Fair | Very Good | 266 | 86.0 |