Bridge Statistics for Sugar Hill, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 154ft / 47.1mTotal length
- $87,006,000Total costs
- 124,142Total average daily traffic
- 4,107Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sugar Hill
- No street view available for this location
- New bridges - historical statistics
- 11970-1979
- 31980-1989
- 21990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Superstructure
- 60.0%Very good
- 40.0%Good
- Bridge Condition - Substructure
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Channel
- 11.1%Excellent
- 44.4%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 83.3%Good
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Structure Number: 135001, Location: 4.2 MI N OF WINDER (Lat: 34.052278, Lng: -83.726100), Route carried "on" structure: County highway 1, Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCKY CREEK, Facility Carried by Structure: MULBERRY 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.9 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, 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, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 135001, Location: 4.2 MI N OF WINDER (Lat: 34.052278, Lng: -83.726100), Route carried "on" structure: County highway 1, Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCKY CREEK, Facility Carried by Structure: MULBERRY 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.9 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, 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, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 1175015, Location: 6 MI SE OF CUMMING (Lat: 34.125136, Lng: -84.103006), Route carried "on" structure: County highway 450, Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: JAMES CREEK, Facility Carried by Structure: JAMES BURGESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000
Structure Number: 1175015, Location: 6 MI SE OF CUMMING (Lat: 34.125136, Lng: -84.103006), Route carried "on" structure: County highway 450, Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: JAMES CREEK, Facility Carried by Structure: JAMES BURGESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000
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Structure Number: 1175037, Location: 5.25 MI S CUMMING (Lat: 34.122381, Lng: -84.141228), Route carried "on" structure: County highway 99999, Year Built: 2005, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: JAMES CREEK, Facility Carried by Structure: WINDERMERE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,721,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1175037, Location: 5.25 MI S CUMMING (Lat: 34.122381, Lng: -84.141228), Route carried "on" structure: County highway 99999, Year Built: 2005, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: JAMES CREEK, Facility Carried by Structure: WINDERMERE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,721,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1175045, Location: 6.8 MI S CUMMING (Lat: 34.132925, Lng: -84.116131), Route carried "on" structure: County highway 99999, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,602 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,602 (year 2031), Design Load: HS 20, Features Intersected: JAMES CREEK, Facility Carried by Structure: WINDERMERE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $190,000
Structure Number: 1175045, Location: 6.8 MI S CUMMING (Lat: 34.132925, Lng: -84.116131), Route carried "on" structure: County highway 99999, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,602 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,602 (year 2031), Design Load: HS 20, Features Intersected: JAMES CREEK, Facility Carried by Structure: WINDERMERE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $190,000
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Structure Number: 1350018, Location: IN SUGAR HILL (Lat: 34.104994, Lng: -84.027606), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 38,060 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 57,090 (year 2032), Design Load: HS 20+Mod, Features Intersected: M5505 RR AVE-NOR SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,449,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,174,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350018, Location: IN SUGAR HILL (Lat: 34.104994, Lng: -84.027606), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 38,060 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 57,090 (year 2032), Design Load: HS 20+Mod, Features Intersected: M5505 RR AVE-NOR SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,449,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,174,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1355005, Location: 1.8 MI S OF SUGAR HILL (Lat: 34.092847, Lng: -84.053708), Route carried "on" structure: County highway 43, Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: LEVEL CREEK, Facility Carried by Structure: LEVEL CREEK 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: 7.6m (24.9ft), 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1355005, Location: 1.8 MI S OF SUGAR HILL (Lat: 34.092847, Lng: -84.053708), Route carried "on" structure: County highway 43, Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: LEVEL CREEK, Facility Carried by Structure: LEVEL CREEK 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: 7.6m (24.9ft), 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1355099, Location: 4 MI W OF BUFORD (Lat: 34.096297, Lng: -84.078278), Route carried "on" structure: County highway 1950, Year Built: 1991, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 18,530 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,795 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: SUWANEE-BFRD DM 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: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 1355099, Location: 4 MI W OF BUFORD (Lat: 34.096297, Lng: -84.078278), Route carried "on" structure: County highway 1950, Year Built: 1991, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 18,530 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,795 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: SUWANEE-BFRD DM 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: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 13551, Location: 4.6 MI NW OF SUWANEE (Lat: 34.132614, Lng: -84.070103), Route carried "on" structure: County highway 1950, Year Built: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,870 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,305 (year 2032), Design Load: HS 20+Mod, Features Intersected: LEVEL CREEK, Facility Carried by Structure: SUWANEE-BFRD DM RD
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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: November 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 13551, Location: 4.6 MI NW OF SUWANEE (Lat: 34.132614, Lng: -84.070103), Route carried "on" structure: County highway 1950, Year Built: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,870 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,305 (year 2032), Design Load: HS 20+Mod, Features Intersected: LEVEL CREEK, Facility Carried by Structure: SUWANEE-BFRD DM RD
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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: November 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 1355197, Location: 2.2 MI S OF SUGAR HILL (Lat: 34.082597, Lng: -84.047228), Route carried "on" structure: County highway 44, Year Built: 2002, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 2,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,525 (year 2032), Design Load: HS 20+Mod, Features Intersected: NS RAILROAD, Facility Carried by Structure: NORTH PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,160,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,741,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355197, Location: 2.2 MI S OF SUGAR HILL (Lat: 34.082597, Lng: -84.047228), Route carried "on" structure: County highway 44, Year Built: 2002, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 2,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,525 (year 2032), Design Load: HS 20+Mod, Features Intersected: NS RAILROAD, Facility Carried by Structure: NORTH PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,160,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,741,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1355255, Location: AT FORSYTH COUNTY LINE (Lat: 34.126217, Lng: -84.093350), Route carried "on" structure: State highway 20, Year Built: 2015, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 28,840 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 43,260 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
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: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 68.0 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.01m (55.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $41,292,000, Roadway Improvement Cost: $4,129,000, Total Project Cost: $61,938,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355255, Location: AT FORSYTH COUNTY LINE (Lat: 34.126217, Lng: -84.093350), Route carried "on" structure: State highway 20, Year Built: 2015, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 28,840 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 43,260 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
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: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 68.0 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.01m (55.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $41,292,000, Roadway Improvement Cost: $4,129,000, Total Project Cost: $61,938,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1355274, Location: 3.5 MI N OF SUWANEE (Lat: 34.100928, Lng: -84.076400), Route carried "on" structure: County highway 47, Year Built: 2019, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 4,190 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HL 93, Features Intersected: LEVEL CREEK TRIB, Facility Carried by Structure: WHITEHEAD 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $12,062,000, Roadway Improvement Cost: $1,206,000, Total Project Cost: $18,093,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355274, Location: 3.5 MI N OF SUWANEE (Lat: 34.100928, Lng: -84.076400), Route carried "on" structure: County highway 47, Year Built: 2019, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 4,190 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HL 93, Features Intersected: LEVEL CREEK TRIB, Facility Carried by Structure: WHITEHEAD 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $12,062,000, Roadway Improvement Cost: $1,206,000, Total Project Cost: $18,093,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1350018, Location: IN SUGAR HILL (Lat: 34.104994, Lng: -84.027606), Route carried "under" structure: City street 5505, Structure Length: 0. m, Average Daily Traffic: 10,880 (year 1998), Truck Traffic: 1%, Features Intersected: SR 20, Facility Carried by Structure: SR 20
Minimum Vertical Clearance: 6.57m (21.56ft), Kilometerpoint: 1.609, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 1350018, Location: IN SUGAR HILL (Lat: 34.104994, Lng: -84.027606), Route carried "under" structure: City street 5505, Structure Length: 0. m, Average Daily Traffic: 10,880 (year 1998), Truck Traffic: 1%, Features Intersected: SR 20, Facility Carried by Structure: SR 20
Minimum Vertical Clearance: 6.57m (21.56ft), Kilometerpoint: 1.609, Lanes on structure: 4, Length of Maximum Span: 0.0m