Bridge Statistics for Milner, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 282ft / 86.4mTotal length
- $23,152,000Total costs
- 61,524Total average daily traffic
- 1,018Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milner
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41950-1959
- 81960-1969
- 21970-1979
- 21980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 13.3%Very good
- 33.3%Good
- 46.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 66.7%Good
- 6.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Substructure
- 13.3%Very good
- 53.3%Good
- 13.3%Satisfactory
- 6.7%Fair
- 6.7%Poor
- 6.7%Serious
- Bridge Condition - Channel
- 43.8%Very good
- 37.5%Good
- 6.3%Satisfactory
- 6.3%Fair
- 6.3%Poor
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Structure Number: 1710006, Location: EDGE OF MILNER CTY LMT (Lat: 33.108589, Lng: -84.197308), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 8,070 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,105 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 64-CR 67-NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1710006, Location: EDGE OF MILNER CTY LMT (Lat: 33.108589, Lng: -84.197308), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 8,070 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,105 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 64-CR 67-NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1710007, Location: EDGE OF MILNER CTY LMT (Lat: 33.108350, Lng: -84.197400), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 8,070 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,105 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 64-CR 67-NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1710007, Location: EDGE OF MILNER CTY LMT (Lat: 33.108350, Lng: -84.197400), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 8,070 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,105 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 64-CR 67-NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1710008, Location: 1 MI W OF MILNER (Lat: 33.122078, Lng: -84.216278), Route carried "on" structure: US 41, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: GRAPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1710008, Location: 1 MI W OF MILNER (Lat: 33.122078, Lng: -84.216278), Route carried "on" structure: US 41, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: GRAPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1710009, Location: 2.5 MI NW OF MILNER (Lat: 33.135819, Lng: -84.232008), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1710009, Location: 2.5 MI NW OF MILNER (Lat: 33.135819, Lng: -84.232008), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 171001, Location: 2.5 MI NW OF MILNER (Lat: 33.135628, Lng: -84.232169), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 171001, Location: 2.5 MI NW OF MILNER (Lat: 33.135628, Lng: -84.232169), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1710015, Location: 3.7 MI N OF BARNESVILLE (Lat: 33.105308, Lng: -84.154628), Route carried "on" structure: State highway 36, Year Built: 1952, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,320 (year 2032), Design Load: H 15, Features Intersected: TURNER 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: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.1 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: Meets minimum limits, 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: March 2021, Underwater Inspection Date: May 2018
Structure Number: 1710015, Location: 3.7 MI N OF BARNESVILLE (Lat: 33.105308, Lng: -84.154628), Route carried "on" structure: State highway 36, Year Built: 1952, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,320 (year 2032), Design Load: H 15, Features Intersected: TURNER 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: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.1 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: Meets minimum limits, 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: March 2021, Underwater Inspection Date: May 2018
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Structure Number: 1710016, Location: 6 MI N OF BARNESVILLE (Lat: 33.144319, Lng: -84.145808), Route carried "on" structure: State highway 36, Year Built: 1953, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,415 (year 2032), Design Load: H 15, Features Intersected: EDIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 3, Length of Maximum Span: 9.8m (32.2ft), 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: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $43,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1710016, Location: 6 MI N OF BARNESVILLE (Lat: 33.144319, Lng: -84.145808), Route carried "on" structure: State highway 36, Year Built: 1953, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,415 (year 2032), Design Load: H 15, Features Intersected: EDIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 3, Length of Maximum Span: 9.8m (32.2ft), 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: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $43,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1710024, Location: 2.75 MI SW OF MILNER (Lat: 33.097189, Lng: -84.236869), Route carried "on" structure: County highway 758, Year Built: 1957, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 530 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 795 (year 2032), Design Load: H 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: ZEBULON 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: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $158,000, Total Project Cost: $266,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1710024, Location: 2.75 MI SW OF MILNER (Lat: 33.097189, Lng: -84.236869), Route carried "on" structure: County highway 758, Year Built: 1957, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 530 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 795 (year 2032), Design Load: H 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: ZEBULON 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: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $158,000, Total Project Cost: $266,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1710031, Location: 3 MI N OF MILNER (Lat: 33.149369, Lng: -84.202278), Route carried "on" structure: County highway 2525, Year Built: 1950, Status: Posted for load, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20, Features Intersected: NS RAILROAD, Facility Carried by Structure: OLD 41 HWY.
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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 55.20m (181.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $262,000, Total Project Cost: $819,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1710031, Location: 3 MI N OF MILNER (Lat: 33.149369, Lng: -84.202278), Route carried "on" structure: County highway 2525, Year Built: 1950, Status: Posted for load, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20, Features Intersected: NS RAILROAD, Facility Carried by Structure: OLD 41 HWY.
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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 24.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 55.20m (181.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $262,000, Total Project Cost: $819,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1715011, Location: 2 MI W OF MILNER (Lat: 33.110608, Lng: -84.231969), Route carried "on" structure: County highway 77, Year Built: 1978, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: ETHERIDGE MILL RD.
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $25,000, Total Project Cost: $104,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1715011, Location: 2 MI W OF MILNER (Lat: 33.110608, Lng: -84.231969), Route carried "on" structure: County highway 77, Year Built: 1978, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: ETHERIDGE MILL RD.
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $25,000, Total Project Cost: $104,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1715013, Location: 3 MI NW OF MILNER (Lat: 33.142239, Lng: -84.233028), Route carried "on" structure: County highway 86, Year Built: 1960, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: J.E. TRICE ROAD
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: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.76m (35.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $61,000, Total Project Cost: $263,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1715013, Location: 3 MI NW OF MILNER (Lat: 33.142239, Lng: -84.233028), Route carried "on" structure: County highway 86, Year Built: 1960, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: J.E. TRICE ROAD
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: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.76m (35.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $61,000, Total Project Cost: $263,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1715015, Location: 3 MI EAST OF MILNER (Lat: 33.120369, Lng: -84.143100), Route carried "on" structure: County highway 113, Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: PRARIE CREEK, Facility Carried by Structure: EDIE CREEK 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1715015, Location: 3 MI EAST OF MILNER (Lat: 33.120369, Lng: -84.143100), Route carried "on" structure: County highway 113, Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: PRARIE CREEK, Facility Carried by Structure: EDIE CREEK 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1715016, Location: 4 MI NE OF MILNER (Lat: 33.166789, Lng: -84.158978), Route carried "on" structure: County highway 114, Year Built: 1960, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: LITTLE BUCK CREEK, Facility Carried by Structure: McKNEELY 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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $52,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1715016, Location: 4 MI NE OF MILNER (Lat: 33.166789, Lng: -84.158978), Route carried "on" structure: County highway 114, Year Built: 1960, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: LITTLE BUCK CREEK, Facility Carried by Structure: McKNEELY 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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $52,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1715017, Location: 3.5 MI NE OF MILNER (Lat: 33.154478, Lng: -84.163028), Route carried "on" structure: County highway 118, Year Built: 1962, 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: HS 20, Features Intersected: EADY CREEK, Facility Carried by Structure: WELDON LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2021
Structure Number: 1715017, Location: 3.5 MI NE OF MILNER (Lat: 33.154478, Lng: -84.163028), Route carried "on" structure: County highway 118, Year Built: 1962, 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: HS 20, Features Intersected: EADY CREEK, Facility Carried by Structure: WELDON LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2021
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Structure Number: 1715029, Location: 3 MI N OF BARNESVILLE (Lat: 33.096689, Lng: -84.182850), Route carried "on" structure: County highway 223, Year Built: 1926, Year Reconstructed: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: TURNER CREEK, Facility Carried by Structure: OLD 41 HWY.
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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1715029, Location: 3 MI N OF BARNESVILLE (Lat: 33.096689, Lng: -84.182850), Route carried "on" structure: County highway 223, Year Built: 1926, Year Reconstructed: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: TURNER CREEK, Facility Carried by Structure: OLD 41 HWY.
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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1715031, Location: 2.5 MI NW OF MILNER (Lat: 33.125078, Lng: -84.238108), Route carried "on" structure: County highway 81, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: MARTIN DAIRY 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 1715031, Location: 2.5 MI NW OF MILNER (Lat: 33.125078, Lng: -84.238108), Route carried "on" structure: County highway 81, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: POTATO CREEK, Facility Carried by Structure: MARTIN DAIRY 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1715037, Location: 4 MI W OF BARNESVILLE (Lat: 33.068036, Lng: -84.230756), Route carried "on" structure: State highway 18, Year Built: 2012, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 2,970 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 4,455 (year 2030), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1715037, Location: 4 MI W OF BARNESVILLE (Lat: 33.068036, Lng: -84.230756), Route carried "on" structure: State highway 18, Year Built: 2012, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 2,970 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 4,455 (year 2030), Design Load: HS 20+Mod, Features Intersected: POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2315002, Location: 8 MI WEST ZEBULON (Lat: 33.114189, Lng: -84.249439), Route carried "on" structure: County highway 7, Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Features Intersected: TURNPIKE CREEK, Facility Carried by Structure: LINE 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: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 41.42m (135.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2315002, Location: 8 MI WEST ZEBULON (Lat: 33.114189, Lng: -84.249439), Route carried "on" structure: County highway 7, Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Features Intersected: TURNPIKE CREEK, Facility Carried by Structure: LINE 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: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 41.42m (135.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2315033, Location: 5 MI E OF ZEBULON (Lat: 33.125208, Lng: -84.252169), Route carried "on" structure: County highway 5, Year Built: 2017, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 244 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: TURNPIKE CREEK, Facility Carried by Structure: BUFFINGTON ROAD
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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $14,060,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $21,090,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2315033, Location: 5 MI E OF ZEBULON (Lat: 33.125208, Lng: -84.252169), Route carried "on" structure: County highway 5, Year Built: 2017, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 244 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: TURNPIKE CREEK, Facility Carried by Structure: BUFFINGTON ROAD
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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.1 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $14,060,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $21,090,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1710006, Location: EDGE OF MILNER CTY LMT (Lat: 33.108589, Lng: -84.197308), Route carried "under" structure: County highway 67, Structure Length: 0. m, Average Daily Traffic: 990 (year 1995), Truck Traffic: 1%, Features Intersected: SR 7 NBL (US 41), Facility Carried by Structure: US 41 (NBL)
Minimum Vertical Clearance: 8.10m (26.57ft), Kilometerpoint: 11.265, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1710006, Location: EDGE OF MILNER CTY LMT (Lat: 33.108589, Lng: -84.197308), Route carried "under" structure: County highway 67, Structure Length: 0. m, Average Daily Traffic: 990 (year 1995), Truck Traffic: 1%, Features Intersected: SR 7 NBL (US 41), Facility Carried by Structure: US 41 (NBL)
Minimum Vertical Clearance: 8.10m (26.57ft), Kilometerpoint: 11.265, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1710006, Location: EDGE OF MILNER CTY LMT (Lat: 33.108589, Lng: -84.197308), Route carried "under" structure: County highway 64, Structure Length: 0. m, Average Daily Traffic: 140 (year 1998), Truck Traffic: 1%, Features Intersected: SR 7 NBL (US 41), Facility Carried by Structure: US 41 (NBL)
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1710006, Location: EDGE OF MILNER CTY LMT (Lat: 33.108589, Lng: -84.197308), Route carried "under" structure: County highway 64, Structure Length: 0. m, Average Daily Traffic: 140 (year 1998), Truck Traffic: 1%, Features Intersected: SR 7 NBL (US 41), Facility Carried by Structure: US 41 (NBL)
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1710007, Location: EDGE OF MILNER CTY LMT (Lat: 33.108350, Lng: -84.197400), Route carried "under" structure: County highway 64, Structure Length: 0. m, Average Daily Traffic: 400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 7 SBL (US 41), Facility Carried by Structure: US 41 (SBL)
Minimum Vertical Clearance: 7.51m (24.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1710007, Location: EDGE OF MILNER CTY LMT (Lat: 33.108350, Lng: -84.197400), Route carried "under" structure: County highway 64, Structure Length: 0. m, Average Daily Traffic: 400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 7 SBL (US 41), Facility Carried by Structure: US 41 (SBL)
Minimum Vertical Clearance: 7.51m (24.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1710007, Location: EDGE OF MILNER CTY LMT (Lat: 33.108350, Lng: -84.197400), Route carried "under" structure: County highway 67, Structure Length: 0. m, Average Daily Traffic: 1,230 (year 1995), Truck Traffic: 1%, Features Intersected: SR 7 SBL (US 41), Facility Carried by Structure: US 41 (SBL)
Minimum Vertical Clearance: 8.40m (27.56ft), Kilometerpoint: 11.265, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1710007, Location: EDGE OF MILNER CTY LMT (Lat: 33.108350, Lng: -84.197400), Route carried "under" structure: County highway 67, Structure Length: 0. m, Average Daily Traffic: 1,230 (year 1995), Truck Traffic: 1%, Features Intersected: SR 7 SBL (US 41), Facility Carried by Structure: US 41 (SBL)
Minimum Vertical Clearance: 8.40m (27.56ft), Kilometerpoint: 11.265, Lanes on structure: 2, Length of Maximum Span: 0.0m