TRUMAN PKWY over CS 677 ANDERSON ST
Map
Coordinates:
+32.05562, -81.0725032°03'20" N, 81°04'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TRUMAN PKWY over CS 677 ANDERSON ST |
Structure number: | 000000005150440 |
Location: | CITY OF SAVANNAH |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 161.1 ft. [49.1 m] |
Roadway width between curbs: | 89.9 ft. [27.4 m] |
Deck width edge-to-edge: | 95.1 ft. [29.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1997 |
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: | 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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,220 [as of 2011] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,458,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Good | Good | 22220 | 96.9 |
August 2016 | Good | Very Good | Good | Good | 22220 | 96.9 |
August 2014 | Good | Very Good | Good | Good | 22220 | 96.9 |
August 2012 | Good | Very Good | Good | Good | 22220 | 93.9 |
August 2010 | Good | Very Good | Good | Good | 10500 | 92.2 |
October 2008 | Good | Very Good | Good | Good | 10500 | 92.2 |
August 2006 | Good | Very Good | Good | Good | 10500 | 92.2 |
June 2004 | Good | Very Good | Good | Good | 10500 | 94.5 |
September 2002 | Good | Very Good | Good | Good | 10500 | 94.5 |
June 2000 | Good | Very Good | Good | Good | 10500 | 99.5 |
August 1998 | Good | Very Good | Very Good | Very Good | 10500 | 98.5 |
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. | 1,932 | 1,932 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,343 | 15,343 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 190 | 190 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 170 | 170 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 368 | 368 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 320 | 320 | 0 | 0 | 0 |