Bridge Statistics for Thomasville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 71950-1959
- 61960-1969
- 51970-1979
- 91980-1989
- 71990-1999
- 72000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 96.3%Good
- 3.7%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 85.2%Good
- 3.7%Fair
- Bridge Condition - Substructure
- 96.3%Good
- 3.7%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 38.9%Good
- 19.4%Satisfactory
- 13.9%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 88.9%Good
- 11.1%Satisfactory
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Structure Number: 2755153, Location: APP. 4.5 MILES EAST OF T (Lat: 30.832208, Lng: -83.903219), Route carried "on" structure: County highway 34, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,820 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,230 (year 2031), Design Load: HS 20, Features Intersected: GATLING CREEK TRIB, Facility Carried by Structure: GATLING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2755153, Location: APP. 4.5 MILES EAST OF T (Lat: 30.832208, Lng: -83.903219), Route carried "on" structure: County highway 34, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,820 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,230 (year 2031), Design Load: HS 20, Features Intersected: GATLING CREEK TRIB, Facility Carried by Structure: GATLING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2755158, Location: THOMASVILLE- NW SECTION (Lat: 30.846539, Lng: -83.989858), Route carried "on" structure: Business US 84, Year Built: 2007, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 7,630 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,445 (year 2031), Design Load: HS 20+Mod, Features Intersected: CS 696 - CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,651,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,976,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2755158, Location: THOMASVILLE- NW SECTION (Lat: 30.846539, Lng: -83.989858), Route carried "on" structure: Business US 84, Year Built: 2007, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 7,630 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,445 (year 2031), Design Load: HS 20+Mod, Features Intersected: CS 696 - CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,651,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,976,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2755164, Location: APP. 5 MILES FROM THOMA (Lat: 30.853108, Lng: -83.900189), Route carried "on" structure: County highway 487, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20, Features Intersected: GATLING BRANCH, Facility Carried by Structure: GATLING CREEK TRAI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2755164, Location: APP. 5 MILES FROM THOMA (Lat: 30.853108, Lng: -83.900189), Route carried "on" structure: County highway 487, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20, Features Intersected: GATLING BRANCH, Facility Carried by Structure: GATLING CREEK TRAI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2755168, Location: 6.5 MILES NORTH OF THOMAS (Lat: 30.912358, Lng: -84.008519), Route carried "on" structure: Alternate State highway 3, Year Built: 2011, Status: Open, Structure Length: 46.18m (151.51ft), Average Daily Traffic: 1,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,340 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCHLOCKNEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,919,000, Roadway Improvement Cost: $592,000, Total Project Cost: $8,879,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2755168, Location: 6.5 MILES NORTH OF THOMAS (Lat: 30.912358, Lng: -84.008519), Route carried "on" structure: Alternate State highway 3, Year Built: 2011, Status: Open, Structure Length: 46.18m (151.51ft), Average Daily Traffic: 1,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,340 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCHLOCKNEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,919,000, Roadway Improvement Cost: $592,000, Total Project Cost: $8,879,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2750013, Location: THOMASVILLE-2 MILES EAST (Lat: 30.835133, Lng: -83.943411), Route carried "under" structure: US 19, Structure Length: 0. m, Average Daily Traffic: 18,800 (year 1999), Truck Traffic: 1%, Features Intersected: SR 38 (US 84), Facility Carried by Structure: US 84/ SR38
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 19.312, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 2750013, Location: THOMASVILLE-2 MILES EAST (Lat: 30.835133, Lng: -83.943411), Route carried "under" structure: US 19, Structure Length: 0. m, Average Daily Traffic: 18,800 (year 1999), Truck Traffic: 1%, Features Intersected: SR 38 (US 84), Facility Carried by Structure: US 84/ SR38
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 19.312, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 2750063, Location: THOMASVILLE - WEST SECTIO (Lat: 30.837350, Lng: -83.990158), Route carried "under" structure: City street 4516, Structure Length: 0. m, Average Daily Traffic: 2,320 (year 2011), Truck Traffic: 1%, Features Intersected: M-4516 CLAY STREET, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 3.219, Length of Maximum Span: 0.0m
Structure Number: 2750063, Location: THOMASVILLE - WEST SECTIO (Lat: 30.837350, Lng: -83.990158), Route carried "under" structure: City street 4516, Structure Length: 0. m, Average Daily Traffic: 2,320 (year 2011), Truck Traffic: 1%, Features Intersected: M-4516 CLAY STREET, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 3.219, Length of Maximum Span: 0.0m
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Structure Number: 2750077, Location: 4 MI S OF SR 38 (Lat: 30.832650, Lng: -84.007269), Route carried "under" structure: City street 4516, Structure Length: 0. m, Average Daily Traffic: 740 (year 1999), Truck Traffic: 1%, Features Intersected: SR 35 (US 319), Facility Carried by Structure: SR 35 (US 319) SBL
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2750077, Location: 4 MI S OF SR 38 (Lat: 30.832650, Lng: -84.007269), Route carried "under" structure: City street 4516, Structure Length: 0. m, Average Daily Traffic: 740 (year 1999), Truck Traffic: 1%, Features Intersected: SR 35 (US 319), Facility Carried by Structure: SR 35 (US 319) SBL
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 2755109, Location: 4 MILES SOUTH OF THOMASVI (Lat: 30.779906, Lng: -83.988169), Route carried "under" structure: County highway 6, Structure Length: 0. m, Average Daily Traffic: 650 (year 2011), Truck Traffic: 1%, Features Intersected: CR 6 MAGNOLIA ROAD, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 6.437, Length of Maximum Span: 0.0m
Structure Number: 2755109, Location: 4 MILES SOUTH OF THOMASVI (Lat: 30.779906, Lng: -83.988169), Route carried "under" structure: County highway 6, Structure Length: 0. m, Average Daily Traffic: 650 (year 2011), Truck Traffic: 1%, Features Intersected: CR 6 MAGNOLIA ROAD, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 6.437, Length of Maximum Span: 0.0m
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Structure Number: 275511, Location: 2 MI S OF THOMASVILLE (Lat: 30.805439, Lng: -83.961458), Route carried "under" structure: County highway 24, Structure Length: 0. m, Average Daily Traffic: 140 (year 2007), Truck Traffic: 1%, Features Intersected: CR 24 MILL POND ROAD, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 3.219, Length of Maximum Span: 0.0m
Structure Number: 275511, Location: 2 MI S OF THOMASVILLE (Lat: 30.805439, Lng: -83.961458), Route carried "under" structure: County highway 24, Structure Length: 0. m, Average Daily Traffic: 140 (year 2007), Truck Traffic: 1%, Features Intersected: CR 24 MILL POND ROAD, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 3.219, Length of Maximum Span: 0.0m
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Structure Number: 2755111, Location: 3 MI S OF THOMASVILLE (Lat: 30.793222, Lng: -83.963217), Route carried "under" structure: County highway 24, Structure Length: 0. m, Average Daily Traffic: 140 (year 2007), Truck Traffic: 1%, Features Intersected: CR 24 MILL POND ROAD, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 4.828, Length of Maximum Span: 0.0m
Structure Number: 2755111, Location: 3 MI S OF THOMASVILLE (Lat: 30.793222, Lng: -83.963217), Route carried "under" structure: County highway 24, Structure Length: 0. m, Average Daily Traffic: 140 (year 2007), Truck Traffic: 1%, Features Intersected: CR 24 MILL POND ROAD, Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 4.828, Length of Maximum Span: 0.0m
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Structure Number: 2755112, Location: IN THOMASVILLE (Lat: 30.838850, Lng: -83.990600), Route carried "under" structure: City street 683, Structure Length: 0. m, Average Daily Traffic: 960 (year 2011), Truck Traffic: 1%, Features Intersected: CR 683 W. CALHOUN ST, Facility Carried by Structure: NORFOLK-SOUTHERN R
Minimum Vertical Clearance: 3.04m (9.97ft), Kilometerpoint: 1.609, Length of Maximum Span: 0.0m
Structure Number: 2755112, Location: IN THOMASVILLE (Lat: 30.838850, Lng: -83.990600), Route carried "under" structure: City street 683, Structure Length: 0. m, Average Daily Traffic: 960 (year 2011), Truck Traffic: 1%, Features Intersected: CR 683 W. CALHOUN ST, Facility Carried by Structure: NORFOLK-SOUTHERN R
Minimum Vertical Clearance: 3.04m (9.97ft), Kilometerpoint: 1.609, Length of Maximum Span: 0.0m
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Structure Number: 2755116, Location: THOMASVILLE - SE SECTION (Lat: 30.834419, Lng: -83.971969), Route carried "under" structure: City street 551, Structure Length: 0. m, Average Daily Traffic: 12,560 (year 2011), Truck Traffic: 1%, Features Intersected: CR 551 S. HANSELL ST, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 1.609, Length of Maximum Span: 0.0m
Structure Number: 2755116, Location: THOMASVILLE - SE SECTION (Lat: 30.834419, Lng: -83.971969), Route carried "under" structure: City street 551, Structure Length: 0. m, Average Daily Traffic: 12,560 (year 2011), Truck Traffic: 1%, Features Intersected: CR 551 S. HANSELL ST, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 1.609, Length of Maximum Span: 0.0m
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Structure Number: 2755149, Location: NW SECTION THOMASVILLE (Lat: 30.832553, Lng: -84.007058), Route carried "under" structure: City street 4516, Structure Length: 0. m, Average Daily Traffic: 740 (year 2005), Truck Traffic: 1%, Features Intersected: SR 35 (US 319), Facility Carried by Structure: SR 35 (US319) NBL
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2755149, Location: NW SECTION THOMASVILLE (Lat: 30.832553, Lng: -84.007058), Route carried "under" structure: City street 4516, Structure Length: 0. m, Average Daily Traffic: 740 (year 2005), Truck Traffic: 1%, Features Intersected: SR 35 (US 319), Facility Carried by Structure: SR 35 (US319) NBL
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 2755158, Location: THOMASVILLE- NW SECTION (Lat: 30.846539, Lng: -83.989858), Route carried "under" structure: City street 696, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1999), Truck Traffic: 7%, Features Intersected: SR 38 BUS., Facility Carried by Structure: US 84 BUS./ SR 38
Minimum Vertical Clearance: 7.23m (23.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 2755158, Location: THOMASVILLE- NW SECTION (Lat: 30.846539, Lng: -83.989858), Route carried "under" structure: City street 696, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1999), Truck Traffic: 7%, Features Intersected: SR 38 BUS., Facility Carried by Structure: US 84 BUS./ SR 38
Minimum Vertical Clearance: 7.23m (23.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Length of Maximum Span: 0.0m