Bridge Statistics for Lilburn, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 40Number of bridges
- 469ft / 143mTotal length
- $88,336,000Total costs
- 675,479Total average daily traffic
- 7,948Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lilburn
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 51970-1979
- 71980-1989
- 151990-1999
- 42000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 83.3%Good
- 4.2%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 41.7%Good
- 4.2%Satisfactory
- 4.2%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 75.0%Good
- 8.3%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 43.8%Very good
- 28.1%Good
- 9.4%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Good
Find on map >> Show street view
Structure Number: 135008, Location: 5.5 MI NE OF AUBURN (Lat: 34.078369, Lng: -83.776539), Route carried "on" structure: County highway 45, Year Built: 1980, Status: Posted for load, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: MULBERRY RIVER, Facility Carried by Structure: COVERED BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 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: 135008, Location: 5.5 MI NE OF AUBURN (Lat: 34.078369, Lng: -83.776539), Route carried "on" structure: County highway 45, Year Built: 1980, Status: Posted for load, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: MULBERRY RIVER, Facility Carried by Structure: COVERED BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350001, Location: IN LILBURN CITY LIMITS (Lat: 33.897244, Lng: -84.138861), Route carried "on" structure: US 29, Year Built: 1973, Year Reconstructed: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 24,710 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 37,065 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.6 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: Equal 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, Inspection Date: November 2021, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1350001, Location: IN LILBURN CITY LIMITS (Lat: 33.897244, Lng: -84.138861), Route carried "on" structure: US 29, Year Built: 1973, Year Reconstructed: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 24,710 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 37,065 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 28.4m (93.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.6 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: Equal 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, Inspection Date: November 2021, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1350002, Location: 2.5 MI N OF LILBURN (Lat: 33.914128, Lng: -84.098139), Route carried "on" structure: US 29, Year Built: 1972, Year Reconstructed: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 27,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 40,800 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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: November 2021, Bridge Improvement Cost: $1,421,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,131,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350002, Location: 2.5 MI N OF LILBURN (Lat: 33.914128, Lng: -84.098139), Route carried "on" structure: US 29, Year Built: 1972, Year Reconstructed: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 27,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 40,800 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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: November 2021, Bridge Improvement Cost: $1,421,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,131,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350065, Location: 6.5 MI SE OF DULUTH (Lat: 33.949969, Lng: -84.094928), Route carried "on" structure: County highway 1046, Year Built: 1978, Year Reconstructed: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 22,850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 34,275 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: OLD NORCROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $36,000, Total Project Cost: $533,000
Structure Number: 1350065, Location: 6.5 MI SE OF DULUTH (Lat: 33.949969, Lng: -84.094928), Route carried "on" structure: County highway 1046, Year Built: 1978, Year Reconstructed: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 22,850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 34,275 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: OLD NORCROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $36,000, Total Project Cost: $533,000
Find on map >> Show street view
Structure Number: 1350072, Location: 2.6 MI N OF LILBURN (Lat: 33.923722, Lng: -84.113806), Route carried "on" structure: County highway 7238, Year Built: 1980, Year Reconstructed: 1996, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 48,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 73,320 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER RUIN CREEK, Facility Carried by Structure: PLEASANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 7, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,995,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350072, Location: 2.6 MI N OF LILBURN (Lat: 33.923722, Lng: -84.113806), Route carried "on" structure: County highway 7238, Year Built: 1980, Year Reconstructed: 1996, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 48,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 73,320 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER RUIN CREEK, Facility Carried by Structure: PLEASANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 7, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,995,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350088, Location: 2 MI S OF LILBURN (Lat: 33.871369, Lng: -84.162608), Route carried "on" structure: City street 9289, Year Built: 1970, Year Reconstructed: 2017, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,680 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,520 (year 2032), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK, Facility Carried by Structure: HARMONY GROVE CH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.0m (32.8ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1350088, Location: 2 MI S OF LILBURN (Lat: 33.871369, Lng: -84.162608), Route carried "on" structure: City street 9289, Year Built: 1970, Year Reconstructed: 2017, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,680 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,520 (year 2032), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK, Facility Carried by Structure: HARMONY GROVE CH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.0m (32.8ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Find on map >> Show street view
Structure Number: 135009, Location: IN LILBURN (Lat: 33.891056, Lng: -84.127300), Route carried "on" structure: City street 9317, Year Built: 1975, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 18,340 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,510 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: KILLIAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.01m (144.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $756,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 135009, Location: IN LILBURN (Lat: 33.891056, Lng: -84.127300), Route carried "on" structure: City street 9317, Year Built: 1975, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 18,340 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,510 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: KILLIAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.01m (144.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $756,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350091, Location: IN LILBURN (Lat: 33.894133, Lng: -84.133536), Route carried "on" structure: City street 9317, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 18,340 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK, Facility Carried by Structure: KILLIAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000
Structure Number: 1350091, Location: IN LILBURN (Lat: 33.894133, Lng: -84.133536), Route carried "on" structure: City street 9317, Year Built: 1981, Year Reconstructed: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 18,340 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK, Facility Carried by Structure: KILLIAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000
Find on map >> Show street view
Structure Number: 1350093, Location: IN LILBURN (Lat: 33.884311, Lng: -84.132947), Route carried "on" structure: City street 9318, Year Built: 1985, 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+Mod, Features Intersected: CAMP CREEK, Facility Carried by Structure: CAMP 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal 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: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 1350093, Location: IN LILBURN (Lat: 33.884311, Lng: -84.132947), Route carried "on" structure: City street 9318, Year Built: 1985, 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+Mod, Features Intersected: CAMP CREEK, Facility Carried by Structure: CAMP 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal 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: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Find on map >> Show street view
Structure Number: 1350116, Location: 2.8 MI N OF LILBURN (Lat: 33.921636, Lng: -84.139019), Route carried "on" structure: State highway 378, Year Built: 1991, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 35,180 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 52,770 (year 2032), Design Load: H 15, Features Intersected: BEAVER RUIN CREEK, Facility Carried by Structure: BEAVER RUIN ROAD
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: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 31.4m (103.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $895,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350116, Location: 2.8 MI N OF LILBURN (Lat: 33.921636, Lng: -84.139019), Route carried "on" structure: State highway 378, Year Built: 1991, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 35,180 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 52,770 (year 2032), Design Load: H 15, Features Intersected: BEAVER RUIN CREEK, Facility Carried by Structure: BEAVER RUIN ROAD
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: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 31.4m (103.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $895,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350124, Location: 3 MI E OF LILBURN (Lat: 33.899064, Lng: -84.073519), Route carried "on" structure: County highway 7238, Year Built: 1995, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 40,240 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 60,360 (year 2032), Design Load: HS 20+Mod, Features Intersected: YELLOW RIVER, Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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, Inspection Date: October 2021, Bridge Improvement Cost: $1,304,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,956,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350124, Location: 3 MI E OF LILBURN (Lat: 33.899064, Lng: -84.073519), Route carried "on" structure: County highway 7238, Year Built: 1995, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 40,240 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 60,360 (year 2032), Design Load: HS 20+Mod, Features Intersected: YELLOW RIVER, Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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, Inspection Date: October 2021, Bridge Improvement Cost: $1,304,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,956,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350126, Location: 2.0 MI NE OF LILBURN (Lat: 33.902478, Lng: -84.079200), Route carried "on" structure: County highway 7238, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40,240 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 60,360 (year 2032), Design Load: HS 20+Mod, Features Intersected: YELLOW RIVER TRIB, Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
Structure Number: 1350126, Location: 2.0 MI NE OF LILBURN (Lat: 33.902478, Lng: -84.079200), Route carried "on" structure: County highway 7238, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40,240 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 60,360 (year 2032), Design Load: HS 20+Mod, Features Intersected: YELLOW RIVER TRIB, Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
Find on map >> Show street view
Structure Number: 1350127, Location: 1.8 MI NE OF LILBURN (Lat: 33.905147, Lng: -84.084208), Route carried "on" structure: County highway 512, Year Built: 1995, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 6,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 9,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR7238 RONALD REAGAN PKY, Facility Carried by Structure: BETHESDA CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,253,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350127, Location: 1.8 MI NE OF LILBURN (Lat: 33.905147, Lng: -84.084208), Route carried "on" structure: County highway 512, Year Built: 1995, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 6,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 9,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR7238 RONALD REAGAN PKY, Facility Carried by Structure: BETHESDA CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,253,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350128, Location: 1.5 MI N OF LILBURN (Lat: 33.909617, Lng: -84.098481), Route carried "on" structure: County highway 7238, Year Built: 1995, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 38,050 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 57,075 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: October 2021, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,283,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350128, Location: 1.5 MI N OF LILBURN (Lat: 33.909617, Lng: -84.098481), Route carried "on" structure: County highway 7238, Year Built: 1995, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 38,050 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 57,075 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: October 2021, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,283,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350129, Location: 1.5 MI N OF LILBURN (Lat: 33.909742, Lng: -84.098197), Route carried "on" structure: Ramp County highway 7238, Year Built: 1995, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 8,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: RAMP TO SR 8 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: 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, Inspection Date: October 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: 1350129, Location: 1.5 MI N OF LILBURN (Lat: 33.909742, Lng: -84.098197), Route carried "on" structure: Ramp County highway 7238, Year Built: 1995, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 8,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: RAMP TO SR 8 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: 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, Inspection Date: October 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 135013, Location: 1.5 MI N OF LILBURN (Lat: 33.909469, Lng: -84.098719), Route carried "on" structure: Ramp County highway 7238, Year Built: 1995, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 8,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: RAMP TO SR 864 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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, Inspection Date: October 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,040,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 135013, Location: 1.5 MI N OF LILBURN (Lat: 33.909469, Lng: -84.098719), Route carried "on" structure: Ramp County highway 7238, Year Built: 1995, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 8,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: RAMP TO SR 864 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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, Inspection Date: October 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,040,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350131, Location: 1.5 MI N OF LILBURN (Lat: 33.910547, Lng: -84.101656), Route carried "on" structure: US 29, Year Built: 1995, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 37,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 56,250 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR7238RONALD REAGAN PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.8m (94.5ft)
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: November 2021, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,243,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350131, Location: 1.5 MI N OF LILBURN (Lat: 33.910547, Lng: -84.101656), Route carried "on" structure: US 29, Year Built: 1995, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 37,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 56,250 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR7238RONALD REAGAN PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.8m (94.5ft)
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: November 2021, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,243,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1350132, Location: 1.5 MI N OF LILBURN (Lat: 33.914481, Lng: -84.114094), Route carried "on" structure: County highway 864, Year Built: 1993, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 8,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: PLEASANT HILL RD, Facility Carried by Structure: RONALD REAGAN PWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,196,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,793,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1350132, Location: 1.5 MI N OF LILBURN (Lat: 33.914481, Lng: -84.114094), Route carried "on" structure: County highway 864, Year Built: 1993, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 8,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: PLEASANT HILL RD, Facility Carried by Structure: RONALD REAGAN PWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,196,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,793,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355062, Location: 2.3 MI E OF LILBURN (Lat: 33.895800, Lng: -84.096089), Route carried "on" structure: City street 9383, Year Built: 1990, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: LESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,008,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355062, Location: 2.3 MI E OF LILBURN (Lat: 33.895800, Lng: -84.096089), Route carried "on" structure: City street 9383, Year Built: 1990, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: LESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,008,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 135507, Location: IN LILBURN (Lat: 33.879592, Lng: -84.155883), Route carried "on" structure: County highway 494, Year Built: 1991, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,480 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: ROCK BRIDGE 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: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, 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, Inspection Date: September 2021, Bridge Improvement Cost: $742,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,114,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 135507, Location: IN LILBURN (Lat: 33.879592, Lng: -84.155883), Route carried "on" structure: County highway 494, Year Built: 1991, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,480 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: ROCK BRIDGE 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: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, 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, Inspection Date: September 2021, Bridge Improvement Cost: $742,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,114,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355073, Location: 1.5 MI W OF LILBURN (Lat: 33.891819, Lng: -84.164428), Route carried "on" structure: County highway 547, Year Built: 1980, Status: Open, Structure Length: 1.49m (4.89ft), 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: JACKSON CREEK, Facility Carried by Structure: DICKENS 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000
Structure Number: 1355073, Location: 1.5 MI W OF LILBURN (Lat: 33.891819, Lng: -84.164428), Route carried "on" structure: County highway 547, Year Built: 1980, Status: Open, Structure Length: 1.49m (4.89ft), 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: JACKSON CREEK, Facility Carried by Structure: DICKENS 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000
Find on map >> Show street view
Structure Number: 1355083, Location: IN LILBURN (Lat: 33.896878, Lng: -84.147047), Route carried "on" structure: County highway 779, Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), 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: JACKSON CREEK, Facility Carried by Structure: HILLCREST DRIVE
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.0m (42.7ft)
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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355083, Location: IN LILBURN (Lat: 33.896878, Lng: -84.147047), Route carried "on" structure: County highway 779, Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), 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: JACKSON CREEK, Facility Carried by Structure: HILLCREST DRIVE
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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.0m (42.7ft)
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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355095, Location: 4 MI N OF LILBURN (Lat: 33.941108, Lng: -84.107889), Route carried "on" structure: City street 9417, Year Built: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 13,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 20,730 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: 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, Inspection Date: December 2021, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $404,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355095, Location: 4 MI N OF LILBURN (Lat: 33.941108, Lng: -84.107889), Route carried "on" structure: City street 9417, Year Built: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 13,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 20,730 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: 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, Inspection Date: December 2021, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $404,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355116, Location: 1.5 MI W OF LILBURN (Lat: 33.899289, Lng: -84.173050), Route carried "on" structure: County highway 565, Year Built: 1960, Status: Posted for load, 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: H 15, Features Intersected: JACKSON CREEK TRIB, Facility Carried by Structure: WILLIAMS 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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1355116, Location: 1.5 MI W OF LILBURN (Lat: 33.899289, Lng: -84.173050), Route carried "on" structure: County highway 565, Year Built: 1960, Status: Posted for load, 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: H 15, Features Intersected: JACKSON CREEK TRIB, Facility Carried by Structure: WILLIAMS 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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1355124, Location: 2 MI N OF LILBURN (Lat: 33.919231, Lng: -84.148242), Route carried "on" structure: County highway 557, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 15,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 22,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER RUIN CREEK, Facility Carried by Structure: STEVE REYNOLDS BVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,087,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,630,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355124, Location: 2 MI N OF LILBURN (Lat: 33.919231, Lng: -84.148242), Route carried "on" structure: County highway 557, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 15,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 22,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAVER RUIN CREEK, Facility Carried by Structure: STEVE REYNOLDS BVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,087,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,630,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355134, Location: 4.5 MI NE OF LILBURN (Lat: 33.913089, Lng: -84.078208), Route carried "on" structure: County highway 511, Year Built: 1992, 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+Mod, Features Intersected: YELLOW RIVER TRIB, Facility Carried by Structure: WINN DRIVE
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 1355134, Location: 4.5 MI NE OF LILBURN (Lat: 33.913089, Lng: -84.078208), Route carried "on" structure: County highway 511, Year Built: 1992, 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+Mod, Features Intersected: YELLOW RIVER TRIB, Facility Carried by Structure: WINN DRIVE
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Find on map >> Show street view
Structure Number: 1355136, Location: 1.8 MI S OF LILBURN (Lat: 33.866008, Lng: -84.126708), Route carried "on" structure: County highway 9166, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), 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: HALES CREEK, Facility Carried by Structure: LAKE FRONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1355136, Location: 1.8 MI S OF LILBURN (Lat: 33.866008, Lng: -84.126708), Route carried "on" structure: County highway 9166, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), 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: HALES CREEK, Facility Carried by Structure: LAKE FRONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Find on map >> Show street view
Structure Number: 1355138, Location: 2.2 MI E OF LILBURN (Lat: 33.892739, Lng: -84.081819), Route carried "on" structure: County highway 4920, Year Built: 1990, 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 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: CONNEMARA TRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.8 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: 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: January 2022, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1355138, Location: 2.2 MI E OF LILBURN (Lat: 33.892739, Lng: -84.081819), Route carried "on" structure: County highway 4920, Year Built: 1990, 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 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: CONNEMARA TRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.8 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: 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: January 2022, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 1355201, Location: 3.3 MI N OF LAWRENCEVILLE (Lat: 33.995128, Lng: -84.019578), Route carried "on" structure: County highway 109, Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 9,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,905 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE SUWANEE CREEK, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Excellent, 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: November 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $254,000
Structure Number: 1355201, Location: 3.3 MI N OF LAWRENCEVILLE (Lat: 33.995128, Lng: -84.019578), Route carried "on" structure: County highway 109, Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 9,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,905 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE SUWANEE CREEK, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Excellent, 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: November 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $254,000
Find on map >> Show street view
Structure Number: 1355202, Location: 4.5 MI SW OF LAWRENCEVILL (Lat: 33.873919, Lng: -84.083725), Route carried "on" structure: City street 9294, Year Built: 2005, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 19,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 29,730 (year 2032), Design Load: HS 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: FIVE FORKS TRICKUM
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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,619,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355202, Location: 4.5 MI SW OF LAWRENCEVILL (Lat: 33.873919, Lng: -84.083725), Route carried "on" structure: City street 9294, Year Built: 2005, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 19,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 29,730 (year 2032), Design Load: HS 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: FIVE FORKS TRICKUM
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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,619,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355206, Location: 2 M. W. OF LILBURN (Lat: 33.888847, Lng: -84.172839), Route carried "on" structure: City street 9289, Year Built: 2008, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 14,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,495 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: ROCK BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft)
Condition: Channel: Satisfactory, 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: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $336,000
Structure Number: 1355206, Location: 2 M. W. OF LILBURN (Lat: 33.888847, Lng: -84.172839), Route carried "on" structure: City street 9289, Year Built: 2008, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 14,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,495 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: ROCK BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft)
Condition: Channel: Satisfactory, 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: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $336,000
Find on map >> Show street view
Structure Number: 1355209, Location: 2.3 MI SE OF LILBURN (Lat: 33.865489, Lng: -84.118350), Route carried "on" structure: County highway 470, Year Built: 2007, Status: Open, Structure Length: 1.46m (4.79ft), 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: HALE CREEK, Facility Carried by Structure: COLES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000
Structure Number: 1355209, Location: 2.3 MI SE OF LILBURN (Lat: 33.865489, Lng: -84.118350), Route carried "on" structure: County highway 470, Year Built: 2007, Status: Open, Structure Length: 1.46m (4.79ft), 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: HALE CREEK, Facility Carried by Structure: COLES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000
Find on map >> Show street view
Structure Number: 1355229, Location: 1.3 MI E OF LILBURN (Lat: 33.894744, Lng: -84.115044), Route carried "on" structure: County highway 451, Year Built: 2011, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 13,030 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 19,545 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: ARCADO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: 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: November 2021, Bridge Improvement Cost: $1,057,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,585,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355229, Location: 1.3 MI E OF LILBURN (Lat: 33.894744, Lng: -84.115044), Route carried "on" structure: County highway 451, Year Built: 2011, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 13,030 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 19,545 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: ARCADO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: 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: November 2021, Bridge Improvement Cost: $1,057,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,585,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1355248, Location: 3.4 MI NE OF LILBURN (Lat: 33.930328, Lng: -84.102058), Route carried "on" structure: County highway 513, Year Built: 2013, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,930 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: CRUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $16,872,000, Roadway Improvement Cost: $1,687,000, Total Project Cost: $25,308,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1355248, Location: 3.4 MI NE OF LILBURN (Lat: 33.930328, Lng: -84.102058), Route carried "on" structure: County highway 513, Year Built: 2013, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,930 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20, Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: CRUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $16,872,000, Roadway Improvement Cost: $1,687,000, Total Project Cost: $25,308,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 135527, Location: 3.5 MI S OF DACULA (Lat: 33.943047, Lng: -83.873067), Route carried "on" structure: County highway 243, Year Built: 2016, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 1,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,890 (year 2032), Design Load: HS 20+Mod, Features Intersected: PALM CREEK TRIBUTARY, Facility Carried by Structure: BROOKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $6,364,000, Roadway Improvement Cost: $637,000, Total Project Cost: $9,546,000 ( Estimate for 2019)
Structure Number: 135527, Location: 3.5 MI S OF DACULA (Lat: 33.943047, Lng: -83.873067), Route carried "on" structure: County highway 243, Year Built: 2016, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 1,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,890 (year 2032), Design Load: HS 20+Mod, Features Intersected: PALM CREEK TRIBUTARY, Facility Carried by Structure: BROOKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $6,364,000, Roadway Improvement Cost: $637,000, Total Project Cost: $9,546,000 ( Estimate for 2019)
Find on map >> Show street view
Structure Number: 1355273, Location: IN LILBURN - WESTSIDE (Lat: 33.893569, Lng: -84.158889), Route carried "on" structure: County highway 566, Year Built: 2019, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,419 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: HARBINS 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), 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: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $14,208,000, Roadway Improvement Cost: $1,421,000, Total Project Cost: $21,312,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1355273, Location: IN LILBURN - WESTSIDE (Lat: 33.893569, Lng: -84.158889), Route carried "on" structure: County highway 566, Year Built: 2019, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,419 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: JACKSON CREEK, Facility Carried by Structure: HARBINS 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), 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: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $14,208,000, Roadway Improvement Cost: $1,421,000, Total Project Cost: $21,312,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 1350125, Location: 2.5 MI E OF LILBURN (Lat: 33.901078, Lng: -84.077219), Route carried "under" structure: County highway 7238, Structure Length: 0. m, Average Daily Traffic: 40,240 (year 2012), Truck Traffic: 2%, Features Intersected: RONALD REAGAN PKY, Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.047, Length of Maximum Span: 0.0m
Structure Number: 1350125, Location: 2.5 MI E OF LILBURN (Lat: 33.901078, Lng: -84.077219), Route carried "under" structure: County highway 7238, Structure Length: 0. m, Average Daily Traffic: 40,240 (year 2012), Truck Traffic: 2%, Features Intersected: RONALD REAGAN PKY, Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.047, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1350127, Location: 1.8 MI NE OF LILBURN (Lat: 33.905147, Lng: -84.084208), Route carried "under" structure: County highway 7238, Structure Length: 0. m, Average Daily Traffic: 36,500 (year 1998), Truck Traffic: 1%, Features Intersected: CR 512 BETHESDA CH ROAD, Facility Carried by Structure: BETHESDA CHURCH RD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 8.047, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 1350127, Location: 1.8 MI NE OF LILBURN (Lat: 33.905147, Lng: -84.084208), Route carried "under" structure: County highway 7238, Structure Length: 0. m, Average Daily Traffic: 36,500 (year 1998), Truck Traffic: 1%, Features Intersected: CR 512 BETHESDA CH ROAD, Facility Carried by Structure: BETHESDA CHURCH RD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 8.047, Lanes on structure: 3, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1350131, Location: 1.5 MI N OF LILBURN (Lat: 33.910547, Lng: -84.101656), Route carried "under" structure: County highway 7238, Structure Length: 0. m, Average Daily Traffic: 32,400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 8 (US 29), Facility Carried by Structure: US 29- SR8
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 6.437, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 1350131, Location: 1.5 MI N OF LILBURN (Lat: 33.910547, Lng: -84.101656), Route carried "under" structure: County highway 7238, Structure Length: 0. m, Average Daily Traffic: 32,400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 8 (US 29), Facility Carried by Structure: US 29- SR8
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 6.437, Lanes on structure: 6, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1350132, Location: 1.5 MI N OF LILBURN (Lat: 33.914481, Lng: -84.114094), Route carried "under" structure: City street 9383, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 1997), Truck Traffic: 1%, Features Intersected: RONALD REAGAN PKY, Facility Carried by Structure: RONALD REAGAN PWY
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 6.437, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1350132, Location: 1.5 MI N OF LILBURN (Lat: 33.914481, Lng: -84.114094), Route carried "under" structure: City street 9383, Structure Length: 0. m, Average Daily Traffic: 40,800 (year 1997), Truck Traffic: 1%, Features Intersected: RONALD REAGAN PKY, Facility Carried by Structure: RONALD REAGAN PWY
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 6.437, Lanes on structure: 2, Length of Maximum Span: 0.0m