Bridge Statistics for Austell, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 328ft / 100mTotal length
- $31,508,000Total costs
- 210,710Total average daily traffic
- 5,498Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Austell
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 31970-1979
- 21980-1989
- 31990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 86.7%Good
- 13.3%Satisfactory
- Bridge Condition - Superstructure
- 26.7%Very good
- 60.0%Good
- 13.3%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 73.3%Good
- 6.7%Satisfactory
- Bridge Condition - Channel
- 7.1%Excellent
- 35.7%Very good
- 50.0%Good
- 7.1%Satisfactory
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Structure Number: 670016, Location: IN NORTH AUSTELL (Lat: 33.818589, Lng: -84.641128), Route carried "on" structure: City street 9002, Year Built: 1933, Year Reconstructed: 1980, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 7,720 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,580 (year 2032), Design Load: H 15, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: AUSTEL POWDER SPGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.5 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,465,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670016, Location: IN NORTH AUSTELL (Lat: 33.818589, Lng: -84.641128), Route carried "on" structure: City street 9002, Year Built: 1933, Year Reconstructed: 1980, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 7,720 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,580 (year 2032), Design Load: H 15, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: AUSTEL POWDER SPGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.5 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,465,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 670031, Location: IN EAST AUSTELL (Lat: 33.815461, Lng: -84.622244), Route carried "on" structure: US 78, Year Built: 1944, Year Reconstructed: 1994, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 18,920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 28,380 (year 2032), Design Load: H 15, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,435,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,153,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 670031, Location: IN EAST AUSTELL (Lat: 33.815461, Lng: -84.622244), Route carried "on" structure: US 78, Year Built: 1944, Year Reconstructed: 1994, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 18,920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 28,380 (year 2032), Design Load: H 15, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,435,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,153,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 670032, Location: IN EAST AUSTELL (Lat: 33.817408, Lng: -84.615008), Route carried "on" structure: US 78, Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 30,210 (year 2032), Design Load: H 15, Features Intersected: BUTTERMILK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 670032, Location: IN EAST AUSTELL (Lat: 33.817408, Lng: -84.615008), Route carried "on" structure: US 78, Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20,140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 30,210 (year 2032), Design Load: H 15, Features Intersected: BUTTERMILK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 670061, Location: IN EAST AUSTELL (Lat: 33.816881, Lng: -84.617814), Route carried "on" structure: State highway 5, Year Built: 1977, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 28,920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 43,380 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 5/NORSOU RR(719833P)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670061, Location: IN EAST AUSTELL (Lat: 33.816881, Lng: -84.617814), Route carried "on" structure: State highway 5, Year Built: 1977, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 28,920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 43,380 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 5/NORSOU RR(719833P)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 67019, Location: 2.4 MILES NORTH WEST OF A (Lat: 33.830208, Lng: -84.670089), Route carried "on" structure: US 278, Year Built: 1983, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 27,470 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 41,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: POWDER SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: June 2021, Bridge Improvement Cost: $1,890,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,834,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 67019, Location: 2.4 MILES NORTH WEST OF A (Lat: 33.830208, Lng: -84.670089), Route carried "on" structure: US 278, Year Built: 1983, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 27,470 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 41,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: POWDER SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: June 2021, Bridge Improvement Cost: $1,890,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,834,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 670191, Location: 1.5 MILES WEST OF AUSTELL (Lat: 33.817347, Lng: -84.655775), Route carried "on" structure: US 278, Year Built: 1983, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 33,560 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,340 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,334,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670191, Location: 1.5 MILES WEST OF AUSTELL (Lat: 33.817347, Lng: -84.655775), Route carried "on" structure: US 278, Year Built: 1983, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 33,560 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 50,340 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,334,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 675109, Location: IN WEST AUSTELL (Lat: 33.818478, Lng: -84.658869), Route carried "on" structure: City street 2144, Year Built: 1979, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: OLD WESTSIDE 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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675109, Location: IN WEST AUSTELL (Lat: 33.818478, Lng: -84.658869), Route carried "on" structure: City street 2144, Year Built: 1979, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: OLD WESTSIDE 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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 675113, Location: IN NORTH EAST AUSTELL (Lat: 33.823328, Lng: -84.625569), Route carried "on" structure: City street 2340, Year Built: 1971, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: PERKERSON MILL ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.21m (151.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $327,000, Total Project Cost: $640,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 675113, Location: IN NORTH EAST AUSTELL (Lat: 33.823328, Lng: -84.625569), Route carried "on" structure: City street 2340, Year Built: 1971, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: PERKERSON MILL ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.21m (151.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $327,000, Total Project Cost: $640,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 675114, Location: 1.5 MILES NORTH OF AUSTEL (Lat: 33.836219, Lng: -84.631339), Route carried "on" structure: County highway 2349, Year Built: 1994, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: OLLEY CREEK, Facility Carried by Structure: CLAY 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: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $46,000, Total Project Cost: $697,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 675114, Location: 1.5 MILES NORTH OF AUSTEL (Lat: 33.836219, Lng: -84.631339), Route carried "on" structure: County highway 2349, Year Built: 1994, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: OLLEY CREEK, Facility Carried by Structure: CLAY 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: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $46,000, Total Project Cost: $697,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 675115, Location: 1.8 MI NORTH OF AUSTELL (Lat: 33.838969, Lng: -84.643978), Route carried "on" structure: County highway 2349, Year Built: 1995, Status: Open, Structure Length: 4.33m (14.21ft), 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: NOSES CREEK, Facility Carried by Structure: CLAY 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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 675115, Location: 1.8 MI NORTH OF AUSTELL (Lat: 33.838969, Lng: -84.643978), Route carried "on" structure: County highway 2349, Year Built: 1995, Status: Open, Structure Length: 4.33m (14.21ft), 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: NOSES CREEK, Facility Carried by Structure: CLAY 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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 675188, Location: IN AUSTELL CITY LIMITS (Lat: 33.813747, Lng: -84.628708), Route carried "on" structure: City street 399, Year Built: 1998, Status: Open, Structure Length: 11.46m (37.60ft), 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: SR 5, CS 340, RAILROAD, Facility Carried by Structure: JEFFERSON ST CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,204,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675188, Location: IN AUSTELL CITY LIMITS (Lat: 33.813747, Lng: -84.628708), Route carried "on" structure: City street 399, Year Built: 1998, Status: Open, Structure Length: 11.46m (37.60ft), 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: SR 5, CS 340, RAILROAD, Facility Carried by Structure: JEFFERSON ST CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,204,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 675243, Location: 2 MILES WEST OF AUSTELL (Lat: 33.820153, Lng: -84.653911), Route carried "on" structure: State highway 6, Year Built: 2000, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 8,210 (year 2012), Truck Traffic: 29%, Average Future Daily Traffic: 12,315 (year 2032), Design Load: HS 20, Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,987,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,980,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675243, Location: 2 MILES WEST OF AUSTELL (Lat: 33.820153, Lng: -84.653911), Route carried "on" structure: State highway 6, Year Built: 2000, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 8,210 (year 2012), Truck Traffic: 29%, Average Future Daily Traffic: 12,315 (year 2032), Design Load: HS 20, Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,987,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,980,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 67526, Location: 2.4 MI NORTH OF AUSTELL (Lat: 33.847428, Lng: -84.629508), Route carried "on" structure: County highway 2365, Year Built: 2008, Status: Open, Structure Length: 1.10m (3.61ft), 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: OLLEY CREEK, Facility Carried by Structure: FLINT HILL 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: 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, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000
Structure Number: 67526, Location: 2.4 MI NORTH OF AUSTELL (Lat: 33.847428, Lng: -84.629508), Route carried "on" structure: County highway 2365, Year Built: 2008, Status: Open, Structure Length: 1.10m (3.61ft), 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: OLLEY CREEK, Facility Carried by Structure: FLINT HILL 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: 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, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000
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Structure Number: 675263, Location: IN EAST AUSTELL (Lat: 33.818408, Lng: -84.614058), Route carried "on" structure: City street 349, Year Built: 2008, Status: Open, Structure Length: 1.43m (4.69ft), 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: BUTTERMILK CREEK, Facility Carried by Structure: COLLINS BOULEVARD
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 73.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 675263, Location: IN EAST AUSTELL (Lat: 33.818408, Lng: -84.614058), Route carried "on" structure: City street 349, Year Built: 2008, Status: Open, Structure Length: 1.43m (4.69ft), 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: BUTTERMILK CREEK, Facility Carried by Structure: COLLINS BOULEVARD
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 73.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 675272, Location: NORTH OF AUSTELL CITY LIM (Lat: 33.821181, Lng: -84.661361), Route carried "on" structure: County highway 2560, Year Built: 2009, Status: Open, Structure Length: 4.72m (15.49ft), 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: POWDER SPRINGS CREEK, Facility Carried by Structure: GARRETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675272, Location: NORTH OF AUSTELL CITY LIM (Lat: 33.821181, Lng: -84.661361), Route carried "on" structure: County highway 2560, Year Built: 2009, Status: Open, Structure Length: 4.72m (15.49ft), 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: POWDER SPRINGS CREEK, Facility Carried by Structure: GARRETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 675284, Location: 2.2 MILES WEST OF AUSTELL (Lat: 33.813681, Lng: -84.672494), Route carried "on" structure: County highway 2091, Year Built: 2009, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 1,940 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,910 (year 2031), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: HIRAM-LITHIA SPRIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,254,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,881,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675284, Location: 2.2 MILES WEST OF AUSTELL (Lat: 33.813681, Lng: -84.672494), Route carried "on" structure: County highway 2091, Year Built: 2009, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 1,940 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,910 (year 2031), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: HIRAM-LITHIA SPRIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,254,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,881,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 675315, Location: 3.7 MI W OF AUSTELL (Lat: 33.810658, Lng: -84.699139), Route carried "on" structure: County highway 2555, Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20, Features Intersected: GOTHARDS CREEK, Facility Carried by Structure: STOUT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,992,000, Roadway Improvement Cost: $799,000, Total Project Cost: $11,988,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 675315, Location: 3.7 MI W OF AUSTELL (Lat: 33.810658, Lng: -84.699139), Route carried "on" structure: County highway 2555, Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20, Features Intersected: GOTHARDS CREEK, Facility Carried by Structure: STOUT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,992,000, Roadway Improvement Cost: $799,000, Total Project Cost: $11,988,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670061, Location: IN EAST AUSTELL (Lat: 33.816881, Lng: -84.617814), Route carried "under" structure: US 78, Structure Length: 0. m, Average Daily Traffic: 29,200 (year 1999), Truck Traffic: 1%, Features Intersected: SR 5, Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 3.219, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 670061, Location: IN EAST AUSTELL (Lat: 33.816881, Lng: -84.617814), Route carried "under" structure: US 78, Structure Length: 0. m, Average Daily Traffic: 29,200 (year 1999), Truck Traffic: 1%, Features Intersected: SR 5, Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 3.219, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 675188, Location: IN AUSTELL CITY LIMITS (Lat: 33.813747, Lng: -84.628708), Route carried "under" structure: US 78, Structure Length: 0. m, Average Daily Traffic: 16,960 (year 1999), Truck Traffic: 1%, Features Intersected: CS 399 JEFFERSON ST CONN, Facility Carried by Structure: JEFFERSON ST CONN
Minimum Vertical Clearance: 8.07m (26.48ft), Kilometerpoint: 1.609, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 675188, Location: IN AUSTELL CITY LIMITS (Lat: 33.813747, Lng: -84.628708), Route carried "under" structure: US 78, Structure Length: 0. m, Average Daily Traffic: 16,960 (year 1999), Truck Traffic: 1%, Features Intersected: CS 399 JEFFERSON ST CONN, Facility Carried by Structure: JEFFERSON ST CONN
Minimum Vertical Clearance: 8.07m (26.48ft), Kilometerpoint: 1.609, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 675188, Location: IN AUSTELL CITY LIMITS (Lat: 33.813747, Lng: -84.628708), Route carried "under" structure: City street 340, Structure Length: 0. m, Average Daily Traffic: 300 (year 1999), Truck Traffic: 1%, Features Intersected: CS 399 JEFFERSON ST CONN, Facility Carried by Structure: JEFFERSON ST CONN
Minimum Vertical Clearance: 7.95m (26.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 675188, Location: IN AUSTELL CITY LIMITS (Lat: 33.813747, Lng: -84.628708), Route carried "under" structure: City street 340, Structure Length: 0. m, Average Daily Traffic: 300 (year 1999), Truck Traffic: 1%, Features Intersected: CS 399 JEFFERSON ST CONN, Facility Carried by Structure: JEFFERSON ST CONN
Minimum Vertical Clearance: 7.95m (26.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m