Bridge Statistics for Candler-McAfee, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 141ft / 42.5mTotal length
- $14,855,000Total costs
- 1,146,290Total average daily traffic
- 17,031Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Candler-McAfee
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 61960-1969
- 11980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- Bridge Condition - Deck
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Channel
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Culverts
- 10.0%Very good
- 70.0%Good
- 20.0%Satisfactory
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Structure Number: 890057, Location: 8 MI SE OF DECATUR (Lat: 33.714119, Lng: -84.236800), Route carried "on" structure: Interstate 20, Year Built: 1958, Year Reconstructed: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 180,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 271,425 (year 2031), Design Load: HS 20+Mod, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.826, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $56,000, Total Project Cost: $839,000
Structure Number: 890057, Location: 8 MI SE OF DECATUR (Lat: 33.714119, Lng: -84.236800), Route carried "on" structure: Interstate 20, Year Built: 1958, Year Reconstructed: 1966, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 180,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 271,425 (year 2031), Design Load: HS 20+Mod, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.826, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $56,000, Total Project Cost: $839,000
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Structure Number: 890092, Location: 7 MI SE OF DECATUR (Lat: 33.724842, Lng: -84.234356), Route carried "on" structure: Interstate 285, Year Built: 1966, Year Reconstructed: 1981, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 166,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 249,855 (year 2031), Design Load: HS 20+Mod, Features Intersected: M-9123 SNAPFINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.421, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 44.4m (145.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,978,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,967,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890092, Location: 7 MI SE OF DECATUR (Lat: 33.724842, Lng: -84.234356), Route carried "on" structure: Interstate 285, Year Built: 1966, Year Reconstructed: 1981, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 166,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 249,855 (year 2031), Design Load: HS 20+Mod, Features Intersected: M-9123 SNAPFINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.421, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 44.4m (145.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,978,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,967,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890093, Location: 7.6 MI SE OF DECATUR (Lat: 33.718078, Lng: -84.240069), Route carried "on" structure: Ramp Interstate 285, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 38,850 (year 2031), Design Load: HS 20+Mod, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.030, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
Structure Number: 890093, Location: 7.6 MI SE OF DECATUR (Lat: 33.718078, Lng: -84.240069), Route carried "on" structure: Ramp Interstate 285, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 38,850 (year 2031), Design Load: HS 20+Mod, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.030, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
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Structure Number: 890094, Location: 7.5 MI SE OF DECATUR (Lat: 33.717403, Lng: -84.239000), Route carried "on" structure: Interstate 285, Year Built: 1966, Year Reconstructed: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 166,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 249,855 (year 2031), Design Load: HS 20+Mod, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.030, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000
Structure Number: 890094, Location: 7.5 MI SE OF DECATUR (Lat: 33.717403, Lng: -84.239000), Route carried "on" structure: Interstate 285, Year Built: 1966, Year Reconstructed: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 166,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 249,855 (year 2031), Design Load: HS 20+Mod, Features Intersected: COBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.030, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000
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Structure Number: 890095, Location: I-285 & I-20 INT. (Lat: 33.716708, Lng: -84.241439), Route carried "on" structure: Ramp Interstate 285, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 48,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 73,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: ABANDONED RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 890095, Location: I-285 & I-20 INT. (Lat: 33.716708, Lng: -84.241439), Route carried "on" structure: Ramp Interstate 285, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 48,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 73,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: ABANDONED RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 890163, Location: 4.5 MI SE OF DECATUR (Lat: 33.728908, Lng: -84.237808), Route carried "on" structure: City street 9123, Year Built: 1960, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,030 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,545 (year 2031), Design Load: H 15, Features Intersected: COBB CREEK, Facility Carried by Structure: SNAPFINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2020, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 890163, Location: 4.5 MI SE OF DECATUR (Lat: 33.728908, Lng: -84.237808), Route carried "on" structure: City street 9123, Year Built: 1960, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,030 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,545 (year 2031), Design Load: H 15, Features Intersected: COBB CREEK, Facility Carried by Structure: SNAPFINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2020, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 890192, Location: 3.2 MI SE OF DECATUR (Lat: 33.731650, Lng: -84.267028), Route carried "on" structure: City street 9236, Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,800 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK, Facility Carried by Structure: MCAFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 890192, Location: 3.2 MI SE OF DECATUR (Lat: 33.731650, Lng: -84.267028), Route carried "on" structure: City street 9236, Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,800 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK, Facility Carried by Structure: MCAFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 890257, Location: 8 MI SE OF DECATUR (Lat: 33.714444, Lng: -84.239033), Route carried "on" structure: Ramp Interstate 20, Year Built: 1984, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 15,270 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 22,905 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.826, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890257, Location: 8 MI SE OF DECATUR (Lat: 33.714444, Lng: -84.239033), Route carried "on" structure: Ramp Interstate 20, Year Built: 1984, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 15,270 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 22,905 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.826, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890315, Location: 6 MI S OF DECATUR (Lat: 33.715208, Lng: -84.305619), Route carried "on" structure: City street 9122, Year Built: 1992, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 11,130 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 16,695 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,975,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890315, Location: 6 MI S OF DECATUR (Lat: 33.715208, Lng: -84.305619), Route carried "on" structure: City street 9122, Year Built: 1992, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 11,130 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 16,695 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,975,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 895008, Location: 2 MI SE OF DECATUR (Lat: 33.720528, Lng: -84.265578), Route carried "on" structure: County highway 388, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK, Facility Carried by Structure: TONEY DRIVE
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: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 895008, Location: 2 MI SE OF DECATUR (Lat: 33.720528, Lng: -84.265578), Route carried "on" structure: County highway 388, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK, Facility Carried by Structure: TONEY DRIVE
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: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 895099, Location: 1.5 MI S OF DECATUR (Lat: 33.721069, Lng: -84.296108), Route carried "on" structure: County highway 187, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: DOOLITTLE CREEK, Facility Carried by Structure: W. TILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 895099, Location: 1.5 MI S OF DECATUR (Lat: 33.721069, Lng: -84.296108), Route carried "on" structure: County highway 187, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: DOOLITTLE CREEK, Facility Carried by Structure: W. TILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 8951, Location: 1.5 MI SOF DECATUR (Lat: 33.722883, Lng: -84.297719), Route carried "on" structure: County highway 199, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: DOOLITTLE CREEK, Facility Carried by Structure: TILSON CIRCLE
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2020, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
Structure Number: 8951, Location: 1.5 MI SOF DECATUR (Lat: 33.722883, Lng: -84.297719), Route carried "on" structure: County highway 199, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: DOOLITTLE CREEK, Facility Carried by Structure: TILSON CIRCLE
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2020, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
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Structure Number: 895101, Location: 3.7 MI SE OF DECATUR (Lat: 33.723947, Lng: -84.258006), Route carried "on" structure: County highway 367, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK TRIB, Facility Carried by Structure: SHAMROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 895101, Location: 3.7 MI SE OF DECATUR (Lat: 33.723947, Lng: -84.258006), Route carried "on" structure: County highway 367, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK TRIB, Facility Carried by Structure: SHAMROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 895102, Location: 3.7 MI SE OF DECATUR (Lat: 33.728058, Lng: -84.255797), Route carried "on" structure: County highway 453, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK TRIB, Facility Carried by Structure: IRISH LANE
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 895102, Location: 3.7 MI SE OF DECATUR (Lat: 33.728058, Lng: -84.255797), Route carried "on" structure: County highway 453, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK TRIB, Facility Carried by Structure: IRISH LANE
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 895156, Location: 10.5 MILES WEST OF LITHON (Lat: 33.711606, Lng: -84.217356), Route carried "on" structure: County highway 5196, Year Built: 2006, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 31,460 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 47,190 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20 EAST/WEST, Facility Carried by Structure: WESLEY CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 304.80m (1000.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,173,000, Roadway Improvement Cost: $317,000, Total Project Cost: $4,759,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895156, Location: 10.5 MILES WEST OF LITHON (Lat: 33.711606, Lng: -84.217356), Route carried "on" structure: County highway 5196, Year Built: 2006, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 31,460 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 47,190 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20 EAST/WEST, Facility Carried by Structure: WESLEY CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 304.80m (1000.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,173,000, Roadway Improvement Cost: $317,000, Total Project Cost: $4,759,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890092, Location: 7 MI SE OF DECATUR (Lat: 33.724842, Lng: -84.234356), Route carried "under" structure: City street 9123, Structure Length: 0. m, Average Daily Traffic: 11,800 (year 1999), Truck Traffic: 1%, Features Intersected: I-285 (SR 407), Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.609, Lanes on structure: 9, Length of Maximum Span: 0.0m
Structure Number: 890092, Location: 7 MI SE OF DECATUR (Lat: 33.724842, Lng: -84.234356), Route carried "under" structure: City street 9123, Structure Length: 0. m, Average Daily Traffic: 11,800 (year 1999), Truck Traffic: 1%, Features Intersected: I-285 (SR 407), Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.609, Lanes on structure: 9, Length of Maximum Span: 0.0m
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Structure Number: 890257, Location: 8 MI SE OF DECATUR (Lat: 33.714444, Lng: -84.239033), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 184,800 (year 1999), Truck Traffic: 1%, Features Intersected: I-20 RAMP
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 107.826, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 890257, Location: 8 MI SE OF DECATUR (Lat: 33.714444, Lng: -84.239033), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 184,800 (year 1999), Truck Traffic: 1%, Features Intersected: I-20 RAMP
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 107.826, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 890315, Location: 6 MI S OF DECATUR (Lat: 33.715208, Lng: -84.305619), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 138,500 (year 1999), Truck Traffic: 1%, Features Intersected: M-9122 FLAT SHOALS ROAD, Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 101.389, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 890315, Location: 6 MI S OF DECATUR (Lat: 33.715208, Lng: -84.305619), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 138,500 (year 1999), Truck Traffic: 1%, Features Intersected: M-9122 FLAT SHOALS ROAD, Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 101.389, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 895156, Location: 10.5 MILES WEST OF LITHON (Lat: 33.711606, Lng: -84.217356), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 139,300 (year 2006), Truck Traffic: 5%, Features Intersected: M-9015 WESLEY CHAPEL RD, Facility Carried by Structure: WESLEY CHAPEL ROAD
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 111.045, Lanes on structure: 8, Length of Maximum Span: 0.0m
Structure Number: 895156, Location: 10.5 MILES WEST OF LITHON (Lat: 33.711606, Lng: -84.217356), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 139,300 (year 2006), Truck Traffic: 5%, Features Intersected: M-9015 WESLEY CHAPEL RD, Facility Carried by Structure: WESLEY CHAPEL ROAD
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 111.045, Lanes on structure: 8, Length of Maximum Span: 0.0m