Bridge Statistics for Braselton, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 364ft / 111mTotal length
- $156,965,000Total costs
- 570,340Total average daily traffic
- 20,994Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Braselton
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 91960-1969
- 11970-1979
- 21980-1989
- 91990-1999
- 52000-2009
- 22010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 81.3%Good
- 12.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 43.8%Very good
- 50.0%Good
- 6.3%Satisfactory
- Bridge Condition - Substructure
- 18.8%Very good
- 68.8%Good
- 12.5%Satisfactory
- Bridge Condition - Channel
- 28.0%Very good
- 20.0%Good
- 28.0%Satisfactory
- 24.0%Fair
- Bridge Condition - Culverts
- 13.3%Very good
- 80.0%Good
- 6.7%Satisfactory
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Structure Number: 130012, Location: 9.5 MI NW OF WINDER (Lat: 34.109558, Lng: -83.816308), Route carried "on" structure: State highway 211, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 15,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,040 (year 2032), Design Load: HS 15, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: FARM MARKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130012, Location: 9.5 MI NW OF WINDER (Lat: 34.109558, Lng: -83.816308), Route carried "on" structure: State highway 211, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 15,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,040 (year 2032), Design Load: HS 15, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: FARM MARKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130028, Location: 8.5 MI NW OF WINDER (Lat: 34.100297, Lng: -83.792228), Route carried "on" structure: State highway 124, Year Built: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 5,440 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: MULBERRY RIVER
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 130028, Location: 8.5 MI NW OF WINDER (Lat: 34.100297, Lng: -83.792228), Route carried "on" structure: State highway 124, Year Built: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 5,440 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: MULBERRY RIVER
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 135051, Location: 9 MI NW OF WINDER (Lat: 34.097050, Lng: -83.812150), Route carried "on" structure: State highway 211, Year Built: 2001, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 15,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,040 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-85, Facility Carried by Structure: FARM MARKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $895,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,342,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 135051, Location: 9 MI NW OF WINDER (Lat: 34.097050, Lng: -83.812150), Route carried "on" structure: State highway 211, Year Built: 2001, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 15,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,040 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-85, Facility Carried by Structure: FARM MARKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $895,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,342,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 135059, Location: WEST SIDE OF BRASELTON (Lat: 34.124467, Lng: -83.816331), Route carried "on" structure: City street 1258, Year Built: 2005, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: MULBERRY RIVER, Facility Carried by Structure: SILK TREE POINT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 36.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $13,320,000, Roadway Improvement Cost: $1,332,000, Total Project Cost: $19,980,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 135059, Location: WEST SIDE OF BRASELTON (Lat: 34.124467, Lng: -83.816331), Route carried "on" structure: City street 1258, Year Built: 2005, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: MULBERRY RIVER, Facility Carried by Structure: SILK TREE POINT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 36.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $13,320,000, Roadway Improvement Cost: $1,332,000, Total Project Cost: $19,980,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13506, Location: 8.6 MI NW OF WINDER (Lat: 34.101031, Lng: -83.793381), Route carried "on" structure: Interstate 85, Year Built: 2019, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 96,150 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 129,500 (year 2039), Design Load: HL 93, Features Intersected: MULBERRY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.387, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 38.3m (125.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $17,612,000, Roadway Improvement Cost: $1,761,000, Total Project Cost: $26,418,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13506, Location: 8.6 MI NW OF WINDER (Lat: 34.101031, Lng: -83.793381), Route carried "on" structure: Interstate 85, Year Built: 2019, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 96,150 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 129,500 (year 2039), Design Load: HL 93, Features Intersected: MULBERRY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.387, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 38.3m (125.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $17,612,000, Roadway Improvement Cost: $1,761,000, Total Project Cost: $26,418,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1350059, Location: 9.4 MI E OF BUFORD (Lat: 34.092017, Lng: -83.828567), Route carried "on" structure: Interstate 85, Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 76,290 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 114,435 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHEELER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.168, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000
Structure Number: 1350059, Location: 9.4 MI E OF BUFORD (Lat: 34.092017, Lng: -83.828567), Route carried "on" structure: Interstate 85, Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 76,290 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 114,435 (year 2032), Design Load: HS 20+Mod, Features Intersected: WHEELER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.168, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000
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Structure Number: 1355119, Location: 6.2 MI SE OF REST HAVEN (Lat: 34.080258, Lng: -83.893150), Route carried "on" structure: County highway 147, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,115 (year 2032), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: DOC HUGHES 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: 7.3m (24.0ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1355119, Location: 6.2 MI SE OF REST HAVEN (Lat: 34.080258, Lng: -83.893150), Route carried "on" structure: County highway 147, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,115 (year 2032), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: DOC HUGHES 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: 7.3m (24.0ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 1355148, Location: 7 MI N OF DACULA. (Lat: 34.080983, Lng: -83.846364), Route carried "on" structure: County highway 141, Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20, Features Intersected: WHEELER CREEK, Facility Carried by Structure: WHEELER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 1355148, Location: 7 MI N OF DACULA. (Lat: 34.080983, Lng: -83.846364), Route carried "on" structure: County highway 141, Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20, Features Intersected: WHEELER CREEK, Facility Carried by Structure: WHEELER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 1355152, Location: 6 MI N OF DUCULA (Lat: 34.083639, Lng: -83.851247), Route carried "on" structure: County highway 141, Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), 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: WHEELER CREEK, Facility Carried by Structure: BILL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 1355152, Location: 6 MI N OF DUCULA (Lat: 34.083639, Lng: -83.851247), Route carried "on" structure: County highway 141, Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), 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: WHEELER CREEK, Facility Carried by Structure: BILL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 1355153, Location: 6 MI N OF DUCULA (Lat: 34.082569, Lng: -83.854550), Route carried "on" structure: County highway 141, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), 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: WHEELER CREEK TRIB, Facility Carried by Structure: BILL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 1355153, Location: 6 MI N OF DUCULA (Lat: 34.082569, Lng: -83.854550), Route carried "on" structure: County highway 141, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), 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: WHEELER CREEK TRIB, Facility Carried by Structure: BILL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
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Structure Number: 1355268, Location: 3.3 MI SE OF BUFORD (Lat: 34.078369, Lng: -83.886250), Route carried "on" structure: County highway 146, Year Built: 2019, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,000 (year 2039), Design Load: HL 93, Features Intersected: I-85 (SR 403), Facility Carried by Structure: SPOUT SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $18,426,000, Roadway Improvement Cost: $1,843,000, Total Project Cost: $27,639,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355268, Location: 3.3 MI SE OF BUFORD (Lat: 34.078369, Lng: -83.886250), Route carried "on" structure: County highway 146, Year Built: 2019, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,000 (year 2039), Design Load: HL 93, Features Intersected: I-85 (SR 403), Facility Carried by Structure: SPOUT SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $18,426,000, Roadway Improvement Cost: $1,843,000, Total Project Cost: $27,639,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1355282, Location: 6.5 MI N OF DACULA (Lat: 34.084000, Lng: -83.868008), Route carried "on" structure: County highway 893, Year Built: 2020, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 4,950 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,950 (year 2039), Design Load: HL 93, Features Intersected: I-85 (SR 403), Facility Carried by Structure: FLOWERY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $19,906,000, Roadway Improvement Cost: $1,991,000, Total Project Cost: $29,859,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355282, Location: 6.5 MI N OF DACULA (Lat: 34.084000, Lng: -83.868008), Route carried "on" structure: County highway 893, Year Built: 2020, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 4,950 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 6,950 (year 2039), Design Load: HL 93, Features Intersected: I-85 (SR 403), Facility Carried by Structure: FLOWERY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $19,906,000, Roadway Improvement Cost: $1,991,000, Total Project Cost: $29,859,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 139003, Location: 3 MI S OF CANDLER (Lat: 34.168458, Lng: -83.790547), Route carried "on" structure: State highway 211, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK
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: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 139003, Location: 3 MI S OF CANDLER (Lat: 34.168458, Lng: -83.790547), Route carried "on" structure: State highway 211, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK
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: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 1390031, Location: 3 MI S OF CANDLER (Lat: 34.169458, Lng: -83.786869), Route carried "on" structure: State highway 211, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2032), Design Load: H 15, Features Intersected: WALNUT CREEK
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: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390031, Location: 3 MI S OF CANDLER (Lat: 34.169458, Lng: -83.786869), Route carried "on" structure: State highway 211, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2032), Design Load: H 15, Features Intersected: WALNUT CREEK
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: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1395024, Location: 5.3 MI SE OF FLOWERY BR. (Lat: 34.142558, Lng: -83.849000), Route carried "on" structure: County highway 668, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: DEATON CREEK, Facility Carried by Structure: OLIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 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: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1395024, Location: 5.3 MI SE OF FLOWERY BR. (Lat: 34.142558, Lng: -83.849000), Route carried "on" structure: County highway 668, Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: DEATON CREEK, Facility Carried by Structure: OLIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 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: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 1395047, Location: 2.8 MI S OF CANDLER (Lat: 34.170558, Lng: -83.792139), Route carried "on" structure: County highway 861, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK, Facility Carried by Structure: TANNER MILL CIR
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: 6.4m (21.0ft), 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, 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: April 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 1395047, Location: 2.8 MI S OF CANDLER (Lat: 34.170558, Lng: -83.792139), Route carried "on" structure: County highway 861, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK, Facility Carried by Structure: TANNER MILL CIR
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: 6.4m (21.0ft), 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, 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: April 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 1395058, Location: 5 MI SE OF FLOWERY BR (Lat: 34.117919, Lng: -83.874339), Route carried "on" structure: County highway 1287, Year Built: 1968, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,480 (year 2032), Design Load: H 15, Features Intersected: SHERWOOD CREEK, Facility Carried by Structure: SPOUT SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 1395058, Location: 5 MI SE OF FLOWERY BR (Lat: 34.117919, Lng: -83.874339), Route carried "on" structure: County highway 1287, Year Built: 1968, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,480 (year 2032), Design Load: H 15, Features Intersected: SHERWOOD CREEK, Facility Carried by Structure: SPOUT SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 1395059, Location: 4 MI SE OF FLOWERY BR (Lat: 34.128889, Lng: -83.879800), Route carried "on" structure: County highway 1287, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,480 (year 2032), Design Load: H 15, Features Intersected: LOLLIS CREEK, Facility Carried by Structure: SPOUT SPRINGS 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: 6.4m (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: 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: April 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1395059, Location: 4 MI SE OF FLOWERY BR (Lat: 34.128889, Lng: -83.879800), Route carried "on" structure: County highway 1287, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,480 (year 2032), Design Load: H 15, Features Intersected: LOLLIS CREEK, Facility Carried by Structure: SPOUT SPRINGS 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: 6.4m (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: 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: April 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1395062, Location: 5 MI SE OF FLOWERY BR (Lat: 34.138669, Lng: -83.847250), Route carried "on" structure: County highway 1300, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: DEATON CREEK, Facility Carried by Structure: UNION CHURCH 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1395062, Location: 5 MI SE OF FLOWERY BR (Lat: 34.138669, Lng: -83.847250), Route carried "on" structure: County highway 1300, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: DEATON CREEK, Facility Carried by Structure: UNION CHURCH 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1395071, Location: 6.6 MI SE OF FLOWERY BR. (Lat: 34.100808, Lng: -83.870778), Route carried "on" structure: County highway 1287, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,890 (year 2032), Design Load: H 15, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: SPOUT SPRINGS 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: 6.7m (22.0ft), Skew: 2 degrees, 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, 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: April 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1395071, Location: 6.6 MI SE OF FLOWERY BR. (Lat: 34.100808, Lng: -83.870778), Route carried "on" structure: County highway 1287, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,890 (year 2032), Design Load: H 15, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: SPOUT SPRINGS 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: 6.7m (22.0ft), Skew: 2 degrees, 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, 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: April 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 1395083, Location: 6.4 MI S OF CANDLER (Lat: 34.129647, Lng: -83.831000), Route carried "on" structure: State highway 211, Year Built: 1996, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 2,770 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,155 (year 2032), Design Load: HS 20+Mod, Features Intersected: MULBERRY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1395083, Location: 6.4 MI S OF CANDLER (Lat: 34.129647, Lng: -83.831000), Route carried "on" structure: State highway 211, Year Built: 1996, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 2,770 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,155 (year 2032), Design Load: HS 20+Mod, Features Intersected: MULBERRY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1395111, Location: 5.4 MI SE OF FLOWERY BR (Lat: 34.113667, Lng: -83.886369), Route carried "on" structure: City street 1287, Year Built: 2005, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2032), Design Load: H 15, Features Intersected: SHERWOOD CREEK, Facility Carried by Structure: DEMOCRACY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), 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: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,182,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,773,000 ( Estimate for 2019)
Structure Number: 1395111, Location: 5.4 MI SE OF FLOWERY BR (Lat: 34.113667, Lng: -83.886369), Route carried "on" structure: City street 1287, Year Built: 2005, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2032), Design Load: H 15, Features Intersected: SHERWOOD CREEK, Facility Carried by Structure: DEMOCRACY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), 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: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,182,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,773,000 ( Estimate for 2019)
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Structure Number: 1570014, Location: 3 MI NE OF BRASELTON (Lat: 34.127897, Lng: -83.717797), Route carried "on" structure: State highway 60, Year Built: 1964, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 2,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-85 (SR 403)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,039,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,559,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1570014, Location: 3 MI NE OF BRASELTON (Lat: 34.127897, Lng: -83.717797), Route carried "on" structure: State highway 60, Year Built: 1964, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 2,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-85 (SR 403)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,039,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,559,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1570015, Location: 3 MI SW OF PENDERGRASS (Lat: 34.142528, Lng: -83.723389), Route carried "on" structure: State highway 60, Year Built: 1954, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,200 (year 2031), Design Load: H 15, Features Intersected: WALNUT 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: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1570015, Location: 3 MI SW OF PENDERGRASS (Lat: 34.142528, Lng: -83.723389), Route carried "on" structure: State highway 60, Year Built: 1954, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,200 (year 2031), Design Load: H 15, Features Intersected: WALNUT 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: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1575032, Location: 2.3 MI N OF BRASELTON (Lat: 34.142497, Lng: -83.761628), Route carried "on" structure: County highway 185, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: LOTT CREEK, Facility Carried by Structure: DAVENPORT 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 1575032, Location: 2.3 MI N OF BRASELTON (Lat: 34.142497, Lng: -83.761628), Route carried "on" structure: County highway 185, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: LOTT CREEK, Facility Carried by Structure: DAVENPORT 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 1575033, Location: 3.9 MI NE OF BRASELTON (Lat: 34.149908, Lng: -83.750747), Route carried "on" structure: County highway 187, Year Built: 1992, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: WALNUT CREEK, Facility Carried by Structure: POCKET 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,020,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1575033, Location: 3.9 MI NE OF BRASELTON (Lat: 34.149908, Lng: -83.750747), Route carried "on" structure: County highway 187, Year Built: 1992, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: WALNUT CREEK, Facility Carried by Structure: POCKET 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,020,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1575066, Location: 2.6 MI N OF BRASELTON (Lat: 34.143308, Lng: -83.744428), Route carried "on" structure: County highway 433, Year Built: 1973, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: WALNUT CREEK, Facility Carried by Structure: NEW CUT 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Equal to 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: November 2020, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,336,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1575066, Location: 2.6 MI N OF BRASELTON (Lat: 34.143308, Lng: -83.744428), Route carried "on" structure: County highway 433, Year Built: 1973, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: WALNUT CREEK, Facility Carried by Structure: NEW CUT 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Equal to 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: November 2020, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,336,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1575074, Location: 4 MI N OF BRASELTON (Lat: 34.164119, Lng: -83.772869), Route carried "on" structure: County highway 184, Year Built: 1998, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: WALNUT CREEK, Facility Carried by Structure: COOPER BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $51,000, Total Project Cost: $762,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1575074, Location: 4 MI N OF BRASELTON (Lat: 34.164119, Lng: -83.772869), Route carried "on" structure: County highway 184, Year Built: 1998, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: WALNUT CREEK, Facility Carried by Structure: COOPER BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $51,000, Total Project Cost: $762,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1575082, Location: 0.7 MI N OF BRASELTON (Lat: 34.117508, Lng: -83.762258), Route carried "on" structure: State highway 53, Year Built: 2002, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 10,540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 15,810 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-85 (SR 403)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: $1,114,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,671,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1575082, Location: 0.7 MI N OF BRASELTON (Lat: 34.117508, Lng: -83.762258), Route carried "on" structure: State highway 53, Year Built: 2002, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 10,540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 15,810 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-85 (SR 403)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: $1,114,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,671,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1575092, Location: 1.0 MI W OF BRASELTON (Lat: 34.114981, Lng: -83.781475), Route carried "on" structure: County highway 179, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: LOPP CREEK, Facility Carried by Structure: BRASELTON PARKWAY
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: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 1575092, Location: 1.0 MI W OF BRASELTON (Lat: 34.114981, Lng: -83.781475), Route carried "on" structure: County highway 179, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: LOPP CREEK, Facility Carried by Structure: BRASELTON PARKWAY
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: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
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Structure Number: 1575107, Location: .9 MI W OF BRASELTON (Lat: 34.112050, Lng: -83.777478), Route carried "on" structure: County highway 177, Year Built: 2020, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HL 93, Features Intersected: I-85 (SR 403), Facility Carried by Structure: JESSE CRONIC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $21,756,000, Roadway Improvement Cost: $2,176,000, Total Project Cost: $32,634,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1575107, Location: .9 MI W OF BRASELTON (Lat: 34.112050, Lng: -83.777478), Route carried "on" structure: County highway 177, Year Built: 2020, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HL 93, Features Intersected: I-85 (SR 403), Facility Carried by Structure: JESSE CRONIC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $21,756,000, Roadway Improvement Cost: $2,176,000, Total Project Cost: $32,634,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 135051, Location: 9 MI NW OF WINDER (Lat: 34.097050, Lng: -83.812150), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 1998), Truck Traffic: 10%, Features Intersected: SR 211 FARM MAR, Facility Carried by Structure: FARM MARKET ROAD
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 202.777, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 135051, Location: 9 MI NW OF WINDER (Lat: 34.097050, Lng: -83.812150), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 1998), Truck Traffic: 10%, Features Intersected: SR 211 FARM MAR, Facility Carried by Structure: FARM MARKET ROAD
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 202.777, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 1355268, Location: 3.3 MI SE OF BUFORD (Lat: 34.078369, Lng: -83.886250), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 61,200 (year 1998), Truck Traffic: 1%, Features Intersected: CR 146 SPOUT SPRINGS RD., Facility Carried by Structure: SPOUT SPRINGS ROAD
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 196.340, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1355268, Location: 3.3 MI SE OF BUFORD (Lat: 34.078369, Lng: -83.886250), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 61,200 (year 1998), Truck Traffic: 1%, Features Intersected: CR 146 SPOUT SPRINGS RD., Facility Carried by Structure: SPOUT SPRINGS ROAD
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 196.340, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1355282, Location: 6.5 MI N OF DACULA (Lat: 34.084000, Lng: -83.868008), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 61,200 (year 1998), Truck Traffic: 1%, Features Intersected: FLOWERY BRANCH RD, Facility Carried by Structure: FLOWERY BRANCH RD
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 197.949, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1355282, Location: 6.5 MI N OF DACULA (Lat: 34.084000, Lng: -83.868008), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 61,200 (year 1998), Truck Traffic: 1%, Features Intersected: FLOWERY BRANCH RD, Facility Carried by Structure: FLOWERY BRANCH RD
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 197.949, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1570014, Location: 3 MI NE OF BRASELTON (Lat: 34.127897, Lng: -83.717797), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 49,700 (year 1999), Truck Traffic: 1%, Features Intersected: SR 60, Facility Carried by Structure: SR 60
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 212.434, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1570014, Location: 3 MI NE OF BRASELTON (Lat: 34.127897, Lng: -83.717797), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 49,700 (year 1999), Truck Traffic: 1%, Features Intersected: SR 60, Facility Carried by Structure: SR 60
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 212.434, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1575082, Location: 0.7 MI N OF BRASELTON (Lat: 34.117508, Lng: -83.762258), Route carried "under" structure: Interstate 403, Structure Length: 0. m, Average Daily Traffic: 49,700 (year 1999), Truck Traffic: 11%, Features Intersected: SR 53, Facility Carried by Structure: SR 53
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 207.606, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 1575082, Location: 0.7 MI N OF BRASELTON (Lat: 34.117508, Lng: -83.762258), Route carried "under" structure: Interstate 403, Structure Length: 0. m, Average Daily Traffic: 49,700 (year 1999), Truck Traffic: 11%, Features Intersected: SR 53, Facility Carried by Structure: SR 53
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 207.606, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 1575107, Location: .9 MI W OF BRASELTON (Lat: 34.112050, Lng: -83.777478), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 1999), Truck Traffic: 1%, Features Intersected: CR 177 JESSE CRONIC RD, Facility Carried by Structure: JESSE CRONIC RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 205.996, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1575107, Location: .9 MI W OF BRASELTON (Lat: 34.112050, Lng: -83.777478), Route carried "under" structure: Interstate 85, Structure Length: 0. m, Average Daily Traffic: 59,000 (year 1999), Truck Traffic: 1%, Features Intersected: CR 177 JESSE CRONIC RD, Facility Carried by Structure: JESSE CRONIC RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 205.996, Lanes on structure: 2, Length of Maximum Span: 0.0m