TALMADGE MEMORIAL over M4032- 2 SR 25C- 2 CR744
Map
Coordinates:
+32.08857, -81.0986832°05'19" N, 81°05'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TALMADGE MEMORIAL over M4032- 2 SR 25C- 2 CR744 |
Structure number: | 000000005101690 |
Location: | NW SECTION OF SAVANNAH |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 1100.1 ft. [335.3 m] |
Total length: | 8852.5 ft. [2698.1 m] |
Roadway width between curbs: | 67.9 ft. [20.7 m] |
Deck width edge-to-edge: | 81.7 ft. [24.9 m] |
Vertical clearance below bridge: | 183.7 ft. [56.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Stayed girder [14] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,490 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.4 |
Estimated cost of work: | $80,178,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 7490 | 78.4 |
October 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 7490 | 78.4 |
October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 7490 | 78.4 |
October 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 7490 | 80.5 |
January 2011 | Good | Good | Good | Good | 7650 | 80.4 |
November 2008 | Good | Good | Good | Good | 7650 | 80.4 |
September 2006 | Good | Good | Good | Good | 8070 | 80.0 |
August 2004 | Good | Good | Good | Good | 8240 | 79.8 |
August 2002 | Good | Good | Very Good | Good | 6800 | 86.6 |
August 2000 | Good | Good | Very Good | Good | 11900 | 81.8 |
November 1998 | Good | Good | Good | Good | 9770 | 81.6 |
January 1996 | Good | Very Good | Very Good | Very Good | 9770 | 81.2 |
February 1994 | Good | Very Good | Very Good | Very Good | 9770 | 81.2 |
October 1991 | Good | Very Good | Very Good | Very Good | 9770 | 81.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 70,739 | 69,212 | 1,406 | 121 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 166,416 | 164,948 | 1,464 | 4 | 0 |
Prestressed Concrete Deck | sq. ft. | 555,910 | 555,468 | 426 | 16 | 0 |
Superstructure |
Steel Main Cable | linear ft. | 38,776 | 38,769 | 0 | 7 | 0 |
Substructure |
Reinforced Concrete Column | each | 134 | 124 | 9 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 162 | 113 | 47 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 4,617 | 3,940 | 418 | 259 | 0 |
Joints |
Pourable Joint | linear ft. | 3,535 | 3,140 | 132 | 37 | 226 |
Compression Joint | linear ft. | 640 | 286 | 0 | 34 | 320 |
Assembly with Seal | each | 160 | 146 | 14 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 1,734 | 1,734 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 26,467 | 22,100 | 4,338 | 29 | 0 |