Bridge Statistics for Bowman, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 115ft / 35.2mTotal length
- $13,643,000Total costs
- 10,665Total average daily traffic
- 433Total average daily truck traffic
- 16,010Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bowman
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 61950-1959
- 21960-1969
- 11970-1979
- 31980-1989
- 41990-1999
- 22000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 41990-1999
- Bridge Condition - Deck
- 16.7%Very good
- 66.7%Good
- 16.7%Failed
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Failed
- Bridge Condition - Substructure
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Failed
- Bridge Condition - Channel
- 5.0%Very good
- 15.0%Good
- 55.0%Satisfactory
- 20.0%Fair
- 5.0%Failed
- Bridge Condition - Culverts
- 87.5%Good
- 12.5%Satisfactory
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Structure Number: 1050015, Location: IN NE BOWMAN (Lat: 34.215558, Lng: -83.019519), Route carried "on" structure: State highway 172, Year Built: 1950, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 2,790 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 4,185 (year 2031), Design Load: H 15, Features Intersected: SOUTH BEAVERDAM CREEK, Facility Carried by Structure: N BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 44.74m (146.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $58,000, Total Project Cost: $867,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1050015, Location: IN NE BOWMAN (Lat: 34.215558, Lng: -83.019519), Route carried "on" structure: State highway 172, Year Built: 1950, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 2,790 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 4,185 (year 2031), Design Load: H 15, Features Intersected: SOUTH BEAVERDAM CREEK, Facility Carried by Structure: N BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 44.74m (146.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $58,000, Total Project Cost: $867,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1050025, Location: 3.5 MI SW OF BOWMAN (Lat: 34.176689, Lng: -83.077539), Route carried "on" structure: State highway 172, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,150 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,225 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
Structure Number: 1050025, Location: 3.5 MI SW OF BOWMAN (Lat: 34.176689, Lng: -83.077539), Route carried "on" structure: State highway 172, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,150 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,225 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
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Structure Number: 1055025, Location: 4 MI SW OF BOWMAN (Lat: 34.159319, Lng: -83.065778), Route carried "on" structure: County highway 93, Year Built: 1952, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Features Intersected: BUTLER CREEK, Facility Carried by Structure: KING HALL MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 42.92m (140.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1055025, Location: 4 MI SW OF BOWMAN (Lat: 34.159319, Lng: -83.065778), Route carried "on" structure: County highway 93, Year Built: 1952, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Features Intersected: BUTLER CREEK, Facility Carried by Structure: KING HALL MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 10.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 42.92m (140.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1055026, Location: 3.3 MI SW OF BOWMAN (Lat: 34.169058, Lng: -83.068639), Route carried "on" structure: County highway 96, Year Built: 1993, Year Reconstructed: 1999, Status: Closed, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Features Intersected: MILL SHOAL CREEK, Facility Carried by Structure: BROWNS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Satisfactory, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 161.91m (531.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1055026, Location: 3.3 MI SW OF BOWMAN (Lat: 34.169058, Lng: -83.068639), Route carried "on" structure: County highway 96, Year Built: 1993, Year Reconstructed: 1999, Status: Closed, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Features Intersected: MILL SHOAL CREEK, Facility Carried by Structure: BROWNS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Satisfactory, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 161.91m (531.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1055027, Location: 4.8 MI S OF BOWMAN (Lat: 34.138639, Lng: -83.020878), Route carried "on" structure: County highway 100, Year Built: 1956, Year Reconstructed: 1999, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 15 (year 2031), Features Intersected: FORK CREEK, Facility Carried by Structure: ROY TURMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Deck Geometry: Somewhat better than minimum adequacy, 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: 162.03m (531.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1055027, Location: 4.8 MI S OF BOWMAN (Lat: 34.138639, Lng: -83.020878), Route carried "on" structure: County highway 100, Year Built: 1956, Year Reconstructed: 1999, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 15 (year 2031), Features Intersected: FORK CREEK, Facility Carried by Structure: ROY TURMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Deck Geometry: Somewhat better than minimum adequacy, 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: 162.03m (531.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1055028, Location: 4.5 MI SE OF BOWMAN (Lat: 34.144197, Lng: -83.007308), Route carried "on" structure: County highway 102, Year Built: 1950, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Features Intersected: DEEP CREEK, Facility Carried by Structure: HUGHES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1055028, Location: 4.5 MI SE OF BOWMAN (Lat: 34.144197, Lng: -83.007308), Route carried "on" structure: County highway 102, Year Built: 1950, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Features Intersected: DEEP CREEK, Facility Carried by Structure: HUGHES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 105503, Location: 1.5 MI W OF BOWMAN (Lat: 34.203239, Lng: -83.054739), Route carried "on" structure: County highway 143, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: BUTLER CREEK TRIB, Facility Carried by Structure: HENDRICK STREET
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 105503, Location: 1.5 MI W OF BOWMAN (Lat: 34.203239, Lng: -83.054739), Route carried "on" structure: County highway 143, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: BUTLER CREEK TRIB, Facility Carried by Structure: HENDRICK STREET
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1055031, Location: 1.3 MI N OF BOWMAN (Lat: 34.223558, Lng: -83.032769), Route carried "on" structure: County highway 154, Year Built: 1921, Year Reconstructed: 1992, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 60 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2031), Design Load: H 15, Features Intersected: SOUTH BEAVERDAM CREEK, Facility Carried by Structure: WINNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, 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: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $601,000, Deck Structure Type: Open Grating
Structure Number: 1055031, Location: 1.3 MI N OF BOWMAN (Lat: 34.223558, Lng: -83.032769), Route carried "on" structure: County highway 154, Year Built: 1921, Year Reconstructed: 1992, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 60 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2031), Design Load: H 15, Features Intersected: SOUTH BEAVERDAM CREEK, Facility Carried by Structure: WINNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, 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: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $601,000, Deck Structure Type: Open Grating
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Structure Number: 1055058, Location: 3.5 MI S OF BOWMAN (Lat: 34.158650, Lng: -83.019647), Route carried "on" structure: County highway 309, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: HS 20+Mod, Features Intersected: FORK CREEK, Facility Carried by Structure: DEEP CREEK 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1055058, Location: 3.5 MI S OF BOWMAN (Lat: 34.158650, Lng: -83.019647), Route carried "on" structure: County highway 309, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: HS 20+Mod, Features Intersected: FORK CREEK, Facility Carried by Structure: DEEP CREEK 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1055059, Location: 3.5 MI SE OF BOWMAN (Lat: 34.157469, Lng: -83.004719), Route carried "on" structure: County highway 309, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK, Facility Carried by Structure: MATCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, 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: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1055059, Location: 3.5 MI SE OF BOWMAN (Lat: 34.157469, Lng: -83.004719), Route carried "on" structure: County highway 309, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK, Facility Carried by Structure: MATCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, 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: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1055065, Location: 2.5 MI SE OF BOWMAN (Lat: 34.174139, Lng: -83.010239), Route carried "on" structure: County highway 130, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: FORK CREEK, Facility Carried by Structure: STANLEY MAXWELL RD
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: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1055065, Location: 2.5 MI SE OF BOWMAN (Lat: 34.174139, Lng: -83.010239), Route carried "on" structure: County highway 130, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: FORK CREEK, Facility Carried by Structure: STANLEY MAXWELL RD
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: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 1055083, Location: 2.3 MI E OF BOWMAN (Lat: 34.201508, Lng: -82.992139), Route carried "on" structure: County highway 161, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 70 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2031), Features Intersected: SOUTH BEAVERDAM CREEK, Facility Carried by Structure: BRICKYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 63.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1055083, Location: 2.3 MI E OF BOWMAN (Lat: 34.201508, Lng: -82.992139), Route carried "on" structure: County highway 161, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 70 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2031), Features Intersected: SOUTH BEAVERDAM CREEK, Facility Carried by Structure: BRICKYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 63.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1055085, Location: 3.6 MI S OF BOWMAN (Lat: 34.146450, Lng: -83.026897), Route carried "on" structure: County highway 100, Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2031), Design Load: HS 20+Mod, Features Intersected: FORK CREEK, Facility Carried by Structure: DUNN 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: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1055085, Location: 3.6 MI S OF BOWMAN (Lat: 34.146450, Lng: -83.026897), Route carried "on" structure: County highway 100, Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2031), Design Load: HS 20+Mod, Features Intersected: FORK CREEK, Facility Carried by Structure: DUNN 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: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1055092, Location: 4.5 MI S OF BOWMAN (Lat: 34.142000, Lng: -83.008600), Route carried "on" structure: County highway 313, Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2041), Design Load: HL 93, Features Intersected: DEEP CREEK, Facility Carried by Structure: FORK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $5,328,000, Roadway Improvement Cost: $533,000, Total Project Cost: $7,992,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1055092, Location: 4.5 MI S OF BOWMAN (Lat: 34.142000, Lng: -83.008600), Route carried "on" structure: County highway 313, Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2041), Design Load: HL 93, Features Intersected: DEEP CREEK, Facility Carried by Structure: FORK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $5,328,000, Roadway Improvement Cost: $533,000, Total Project Cost: $7,992,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1470014, Location: 7 MI SE OF ROYSTON (Lat: 34.236319, Lng: -82.998658), Route carried "on" structure: State highway 172, Year Built: 1964, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,120 (year 2031), Design Load: HS 20, Features Intersected: LITTLE BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 165.32m (542.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $56,000, Total Project Cost: $844,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1470014, Location: 7 MI SE OF ROYSTON (Lat: 34.236319, Lng: -82.998658), Route carried "on" structure: State highway 172, Year Built: 1964, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,120 (year 2031), Design Load: HS 20, Features Intersected: LITTLE BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 165.32m (542.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $56,000, Total Project Cost: $844,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 147002, Location: 1.4 MI NE OF VANNA (Lat: 34.248158, Lng: -83.048589), Route carried "on" structure: County highway 508, Year Built: 1958, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 615 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: VANNA 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: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 43.34m (142.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 147002, Location: 1.4 MI NE OF VANNA (Lat: 34.248158, Lng: -83.048589), Route carried "on" structure: County highway 508, Year Built: 1958, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 615 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: VANNA 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: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 43.34m (142.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1475022, Location: 5 MI E OF VANNA (Lat: 34.225258, Lng: -82.985239), Route carried "on" structure: County highway 94, Year Built: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 90 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2031), Features Intersected: LITTLE BEAVERDAM CREEK, Facility Carried by Structure: MAXWELL MILL RD
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: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
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: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $26,000, Total Project Cost: $393,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1475022, Location: 5 MI E OF VANNA (Lat: 34.225258, Lng: -82.985239), Route carried "on" structure: County highway 94, Year Built: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 90 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2031), Features Intersected: LITTLE BEAVERDAM CREEK, Facility Carried by Structure: MAXWELL MILL RD
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: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
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: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $26,000, Total Project Cost: $393,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1475023, Location: 5 MI E OF VANNA (Lat: 34.221400, Lng: -82.983008), Route carried "on" structure: County highway 95, Year Built: 1983, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Features Intersected: LITTLE BEAVERDAM CREEK, Facility Carried by Structure: SAM TODD 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1475023, Location: 5 MI E OF VANNA (Lat: 34.221400, Lng: -82.983008), Route carried "on" structure: County highway 95, Year Built: 1983, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Features Intersected: LITTLE BEAVERDAM CREEK, Facility Carried by Structure: SAM TODD 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1475072, Location: 8.75 MI S OF HARTWELL (Lat: 34.236192, Lng: -83.000553), Route carried "on" structure: County highway 97, Year Built: 1998, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2032), Design Load: H 15, Features Intersected: LITTLE BEAVERDAM CR TRIB, Facility Carried by Structure: BEAVERDAM 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: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.8 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
Structure Number: 1475072, Location: 8.75 MI S OF HARTWELL (Lat: 34.236192, Lng: -83.000553), Route carried "on" structure: County highway 97, Year Built: 1998, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2032), Design Load: H 15, Features Intersected: LITTLE BEAVERDAM CR TRIB, Facility Carried by Structure: BEAVERDAM 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: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.8 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
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Structure Number: 1955001, Location: 9 MI N OF COMER (Lat: 34.195939, Lng: -83.101578), Route carried "on" structure: County highway 6, Year Built: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: MILL SHOAL CREEK, Facility Carried by Structure: PARHAM-DUDLEY RD
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 1955001, Location: 9 MI N OF COMER (Lat: 34.195939, Lng: -83.101578), Route carried "on" structure: County highway 6, Year Built: 1984, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: MILL SHOAL CREEK, Facility Carried by Structure: PARHAM-DUDLEY RD
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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