A.E. BELL BRIDGE over ST.MARYS RIVER
Map
Coordinates:
+30.52455, -82.0197030°31'28" N, 82°01'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | A.E. BELL BRIDGE over ST.MARYS RIVER |
Structure number: | 000000004950610 |
Location: | 1 MI E OF ST GEORGE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 1191.0 ft. [363.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | 22 |
Main spans material: | Prestressed concrete [5] |
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: July 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,190 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 60.4 tons [54.9 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 89.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $6,980,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2015 | 89.5 | Good | Very Good | Very Good | Good | - | 2190 |
July 2013 | 89.5 | Good | Very Good | Very Good | Good | - | 2190 |
July 2011 | 88.8 | Good | Very Good | Very Good | Very Good | - | 2100 |
July 2009 | 88.0 | Good | Very Good | Very Good | Very Good | - | 2270 |
May 2007 | 88.0 | Good | Very Good | Very Good | Very Good | - | 2270 |
June 2005 | 88.3 | Good | Very Good | Very Good | Very Good | - | 2200 |
June 2003 | 87.9 | Good | Very Good | Very Good | Very Good | - | 2300 |
August 2001 | 90.8 | Good | Very Good | Very Good | Very Good | - | 1900 |