Bridge Statistics for Ivey, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 256ft / 77.5mTotal length
- $16,433,000Total costs
- 21,224Total average daily traffic
- 2,045Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ivey
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41960-1969
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 85.7%Good
- 14.3%Poor
- Bridge Condition - Superstructure
- 42.9%Very good
- 42.9%Good
- 14.3%Fair
- Bridge Condition - Substructure
- 28.6%Very good
- 57.1%Good
- 14.3%Fair
- Bridge Condition - Channel
- 37.5%Very good
- 50.0%Good
- 12.5%Satisfactory
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Structure Number: 319002, Location: 6.8 MI S OF TOOMSBORO (Lat: 32.723819, Lng: -83.048969), Route carried "on" structure: State highway 112, Year Built: 1957, Status: Closed, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2032), Design Load: H 15, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.49m (54.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2018, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,289,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,934,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 319002, Location: 6.8 MI S OF TOOMSBORO (Lat: 32.723819, Lng: -83.048969), Route carried "on" structure: State highway 112, Year Built: 1957, Status: Closed, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2032), Design Load: H 15, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.49m (54.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2018, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,289,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,934,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3190026, Location: CITY OF IVEY (Lat: 32.903911, Lng: -83.298642), Route carried "on" structure: State highway 243, Year Built: 1961, Year Reconstructed: 2010, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE TCHUKOLAKO, Facility Carried by Structure: FALL LINE FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $2,273,000, Roadway Improvement Cost: $227,000, Total Project Cost: $3,410,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3190026, Location: CITY OF IVEY (Lat: 32.903911, Lng: -83.298642), Route carried "on" structure: State highway 243, Year Built: 1961, Year Reconstructed: 2010, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,140 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE TCHUKOLAKO, Facility Carried by Structure: FALL LINE FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $2,273,000, Roadway Improvement Cost: $227,000, Total Project Cost: $3,410,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3195001, Location: 5.3 MI NE OF IVEY (Lat: 32.957078, Lng: -83.234158), Route carried "on" structure: County highway 3, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BLACK CREEK, Facility Carried by Structure: LAUREL BR CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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, Operating Rating: 41.7 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: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 3195001, Location: 5.3 MI NE OF IVEY (Lat: 32.957078, Lng: -83.234158), Route carried "on" structure: County highway 3, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BLACK CREEK, Facility Carried by Structure: LAUREL BR CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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, Operating Rating: 41.7 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: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 3195002, Location: 3.4 MI E OF IVEY (Lat: 32.896658, Lng: -83.240669), Route carried "on" structure: County highway 14, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: LORDS BRANCH, Facility Carried by Structure: JACKSON 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: 6.1m (20.0ft), 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, Operating Rating: 41.7 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: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 3195002, Location: 3.4 MI E OF IVEY (Lat: 32.896658, Lng: -83.240669), Route carried "on" structure: County highway 14, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: LORDS BRANCH, Facility Carried by Structure: JACKSON 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: 6.1m (20.0ft), 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, Operating Rating: 41.7 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: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 3195003, Location: IN NE IVEY (Lat: 32.911628, Lng: -83.284528), Route carried "on" structure: County highway 14, Year Built: 1960, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: JACKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 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: January 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 3195003, Location: IN NE IVEY (Lat: 32.911628, Lng: -83.284528), Route carried "on" structure: County highway 14, Year Built: 1960, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: JACKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 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: January 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 319503, Location: 3.1 MI S OF IRWINTON (Lat: 32.765878, Lng: -83.167208), Route carried "on" structure: US 441, Year Built: 2004, Status: Open, Structure Length: 33.53m (110.01ft), Average Daily Traffic: 3,130 (year 2012), Truck Traffic: 30%, Average Future Daily Traffic: 4,695 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $4,298,000, Roadway Improvement Cost: $430,000, Total Project Cost: $6,447,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 319503, Location: 3.1 MI S OF IRWINTON (Lat: 32.765878, Lng: -83.167208), Route carried "on" structure: US 441, Year Built: 2004, Status: Open, Structure Length: 33.53m (110.01ft), Average Daily Traffic: 3,130 (year 2012), Truck Traffic: 30%, Average Future Daily Traffic: 4,695 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $4,298,000, Roadway Improvement Cost: $430,000, Total Project Cost: $6,447,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3195033, Location: 1.5 MILES N. OF IVEY (Lat: 32.927636, Lng: -83.291703), Route carried "on" structure: State highway 243, Year Built: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,530 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 3,795 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FALL LINE FWY(SBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3195033, Location: 1.5 MILES N. OF IVEY (Lat: 32.927636, Lng: -83.291703), Route carried "on" structure: State highway 243, Year Built: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,530 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 3,795 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FALL LINE FWY(SBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3195034, Location: 1.5 MILES N. OF IVEY (Lat: 32.927594, Lng: -83.291464), Route carried "on" structure: State highway 243, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,530 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 3,795 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FALL LINE FWY(NBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3195034, Location: 1.5 MILES N. OF IVEY (Lat: 32.927594, Lng: -83.291464), Route carried "on" structure: State highway 243, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,530 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 3,795 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FALL LINE FWY(NBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3195035, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940692, Lng: -83.282928), Route carried "on" structure: State highway 243, Year Built: 2010, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,702 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 10,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 21, NS RR, Facility Carried by Structure: FALL LINE FWY (NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3195035, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940692, Lng: -83.282928), Route carried "on" structure: State highway 243, Year Built: 2010, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,702 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 10,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 21, NS RR, Facility Carried by Structure: FALL LINE FWY (NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3195036, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940908, Lng: -83.282933), Route carried "on" structure: State highway 243, Year Built: 2010, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,702 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 10,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 21, NS RR, Facility Carried by Structure: FALL LINE FWY (SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3195036, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940908, Lng: -83.282933), Route carried "on" structure: State highway 243, Year Built: 2010, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,702 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 10,900 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 21, NS RR, Facility Carried by Structure: FALL LINE FWY (SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3195035, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940692, Lng: -83.282928), Route carried "under" structure: County highway 21, Structure Length: 0. m, Average Daily Traffic: 500 (year 2012), Features Intersected: FALL LINE FWY (NBL), Facility Carried by Structure: FALL LINE FWY (NBL
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 1.609, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 3195035, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940692, Lng: -83.282928), Route carried "under" structure: County highway 21, Structure Length: 0. m, Average Daily Traffic: 500 (year 2012), Features Intersected: FALL LINE FWY (NBL), Facility Carried by Structure: FALL LINE FWY (NBL
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 1.609, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 3195036, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940908, Lng: -83.282933), Route carried "under" structure: County highway 21, Structure Length: 0. m, Average Daily Traffic: 500 (year 2012), Features Intersected: FALL LINE FWY (SBL), Facility Carried by Structure: FALL LINE FWY (SBL
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 1.609, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 3195036, Location: 5.3 MILES N.E. OF GORDON (Lat: 32.940908, Lng: -83.282933), Route carried "under" structure: County highway 21, Structure Length: 0. m, Average Daily Traffic: 500 (year 2012), Features Intersected: FALL LINE FWY (SBL), Facility Carried by Structure: FALL LINE FWY (SBL
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 1.609, Lanes on structure: 2, Length of Maximum Span: 0.0m