INNER PERIMETER RD over MUD CREEK
Map
Coordinates:
+30.80478, -83.2338930°48'17" N, 83°14'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INNER PERIMETER RD over MUD CREEK |
Structure number: | 000000018550470 |
Location: | 8 MI E OF VALDOSTA |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,050 [as of 2012] |
Truck traffic: | 1% 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: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Operating rating: | 64.4 tons [58.5 metric tons] |
Inventory rating: | 38.6 tons [35.1 metric tons] |
Sufficiency rating: | 99.7 |
Estimated cost of work: | $938,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2016 | 99.7 | Good | Good | Good | Good | - | 6050 |
January 2014 | 99.7 | Good | Good | Good | Good | - | 6050 |
January 2012 | 99.7 | Good | Good | Good | Good | - | 6430 |
January 2010 | 99.7 | Good | Good | Good | Good | - | 7170 |
January 2008 | 99.7 | Good | Good | Good | Good | - | 7170 |
January 2006 | 99.7 | Good | Good | Good | Good | - | 5600 |
January 2004 | 97.7 | Good | Good | Good | Good | - | 5600 |
December 2001 | 95.7 | Good | Good | Good | Good | - | 12380 |
February 2000 | 97.5 | Good | Good | Good | Good | - | 2350 |
March 1998 | 99.5 | Good | Good | Good | Good | - | 2350 |
February 1996 | 99.5 | Good | Good | Good | Good | - | 2300 |
February 1994 | 99.5 | Good | Good | Good | Good | - | 2300 |
March 1992 | 99.9 | Good | Very Good | Very Good | Very Good | - | 390 |
June 1990 | 94.9 | Good | Very Good | Very Good | Very Good | - | 390 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 800 | 800 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 6,080 | 6,080 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 15 | 15 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 111 | 111 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 200 | 200 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 320 | 320 | 0 | 0 | 0 |