Bridge Statistics for Ashburn, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 203ft / 62.4mTotal length
- $14,582,000Total costs
- 192,580Total average daily traffic
- 2,465Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ashburn
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21940-1949
- 101950-1959
- 21960-1969
- 31970-1979
- 41980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 90.0%Good
- Bridge Condition - Superstructure
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Channel
- 40.0%Very good
- 55.0%Good
- 5.0%Satisfactory
- Bridge Condition - Culverts
- 92.3%Good
- 7.7%Satisfactory
Find on map >> Show street view
Structure Number: 2870001, Location: APP 2.5 MI N OF ASHBURN (Lat: 31.740089, Lng: -83.667089), Route carried "on" structure: US 41, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,480 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,220 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2870001, Location: APP 2.5 MI N OF ASHBURN (Lat: 31.740089, Lng: -83.667089), Route carried "on" structure: US 41, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,480 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,220 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Find on map >> Show street view
Structure Number: 2870002, Location: 3.3 MI N OF ASHBURN (Lat: 31.750119, Lng: -83.669989), Route carried "on" structure: US 41, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,480 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,220 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2870002, Location: 3.3 MI N OF ASHBURN (Lat: 31.750119, Lng: -83.669989), Route carried "on" structure: US 41, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,480 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,220 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Find on map >> Show street view
Structure Number: 2870003, Location: 4 MI N OF ASHBURN (Lat: 31.756578, Lng: -83.681308), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1977, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: H 15, Features Intersected: WEST FORK DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2870003, Location: 4 MI N OF ASHBURN (Lat: 31.756578, Lng: -83.681308), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1977, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: H 15, Features Intersected: WEST FORK DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2870006, Location: 3.1 MI W OF ASHBURN (Lat: 31.692378, Lng: -83.702208), Route carried "on" structure: State highway 32, Year Built: 1953, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
Structure Number: 2870006, Location: 3.1 MI W OF ASHBURN (Lat: 31.692378, Lng: -83.702208), Route carried "on" structure: State highway 32, Year Built: 1953, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
Find on map >> Show street view
Structure Number: 2870007, Location: 2.8 MI W OF ASHBURN (Lat: 31.696328, Lng: -83.697519), Route carried "on" structure: State highway 32, Year Built: 1953, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: H 15, Features Intersected: NEWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 2870007, Location: 2.8 MI W OF ASHBURN (Lat: 31.696328, Lng: -83.697519), Route carried "on" structure: State highway 32, Year Built: 1953, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: H 15, Features Intersected: NEWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Find on map >> Show street view
Structure Number: 2870012, Location: 1 MI NW OF REBECCA (Lat: 31.813628, Lng: -83.502658), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 290 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 435 (year 2031), Design Load: HS 15, Features Intersected: DOUBLE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $733,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2870012, Location: 1 MI NW OF REBECCA (Lat: 31.813628, Lng: -83.502658), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 290 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 435 (year 2031), Design Load: HS 15, Features Intersected: DOUBLE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $733,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2870019, Location: WEST ASHBURN (Lat: 31.700439, Lng: -83.668300), Route carried "on" structure: State highway 112, Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,670 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASHBURN BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 2870019, Location: WEST ASHBURN (Lat: 31.700439, Lng: -83.668300), Route carried "on" structure: State highway 112, Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,670 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASHBURN BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Find on map >> Show street view
Structure Number: 2870023, Location: APP 2 MI N OF ASHBURN (Lat: 31.735639, Lng: -83.651608), Route carried "on" structure: State highway 159, Year Built: 1958, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,270 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 1,905 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR401(EXIT 84)@083.79N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.9 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,477,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2870023, Location: APP 2 MI N OF ASHBURN (Lat: 31.735639, Lng: -83.651608), Route carried "on" structure: State highway 159, Year Built: 1958, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,270 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 1,905 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR401(EXIT 84)@083.79N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.9 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,477,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2870024, Location: 4.5 MI NW OF ASHBURN (Lat: 31.766719, Lng: -83.623808), Route carried "on" structure: State highway 159, Year Built: 1959, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,170 (year 2031), Design Load: H 15, Features Intersected: WEST FORK DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.83m (42.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 2870024, Location: 4.5 MI NW OF ASHBURN (Lat: 31.766719, Lng: -83.623808), Route carried "on" structure: State highway 159, Year Built: 1959, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,170 (year 2031), Design Load: H 15, Features Intersected: WEST FORK DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.83m (42.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 2870027, Location: 3.5 MI N OF ASHBURN (Lat: 31.756119, Lng: -83.667247), Route carried "on" structure: County highway 251, Year Built: 1958, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 345 (year 2031), Design Load: H 15, Features Intersected: SR401@085.46N, Facility Carried by Structure: WARDLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,313,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2870027, Location: 3.5 MI N OF ASHBURN (Lat: 31.756119, Lng: -83.667247), Route carried "on" structure: County highway 251, Year Built: 1958, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 345 (year 2031), Design Load: H 15, Features Intersected: SR401@085.46N, Facility Carried by Structure: WARDLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,313,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2870032, Location: EAST ASHBURN (Lat: 31.711628, Lng: -83.636947), Route carried "on" structure: Interstate 75, Year Built: 1958, Year Reconstructed: 2008, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 33,180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 49,770 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 112 @ 009.13N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.966, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,242,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,863,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2870032, Location: EAST ASHBURN (Lat: 31.711628, Lng: -83.636947), Route carried "on" structure: Interstate 75, Year Built: 1958, Year Reconstructed: 2008, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 33,180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 49,770 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 112 @ 009.13N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.966, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,242,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,863,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2870034, Location: 3.3 MI N OF ASHBURN (Lat: 31.752800, Lng: -83.664589), Route carried "on" structure: Interstate 75, Year Built: 1957, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 33,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 49,620 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.794, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $453,000
Structure Number: 2870034, Location: 3.3 MI N OF ASHBURN (Lat: 31.752800, Lng: -83.664589), Route carried "on" structure: Interstate 75, Year Built: 1957, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 33,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 49,620 (year 2031), Design Load: H 15, Features Intersected: DEEP CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.794, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $453,000
Find on map >> Show street view
Structure Number: 2870035, Location: 4 MI N OF ASHBURN (Lat: 31.762069, Lng: -83.671678), Route carried "on" structure: Interstate 75, Year Built: 1958, Year Reconstructed: 2003, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 33,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 49,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: WEST FORK DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.404, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 38.6m (126.6ft), Out-to-Out Width: 40.7m (133.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,765,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,647,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2870035, Location: 4 MI N OF ASHBURN (Lat: 31.762069, Lng: -83.671678), Route carried "on" structure: Interstate 75, Year Built: 1958, Year Reconstructed: 2003, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 33,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 49,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: WEST FORK DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.404, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 38.6m (126.6ft), Out-to-Out Width: 40.7m (133.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,765,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,647,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2875006, Location: 1.5 MI SE OF ASHBURN (Lat: 31.691439, Lng: -83.633028), Route carried "on" structure: County highway 11, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 430 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 645 (year 2031), Design Load: H 15, Features Intersected: HAT CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 2875006, Location: 1.5 MI SE OF ASHBURN (Lat: 31.691439, Lng: -83.633028), Route carried "on" structure: County highway 11, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 430 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 645 (year 2031), Design Load: H 15, Features Intersected: HAT CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Find on map >> Show street view
Structure Number: 2875015, Location: 5 MI N OF ASHBURN (Lat: 31.772519, Lng: -83.623878), Route carried "on" structure: County highway 50, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 345 (year 2031), Design Load: H 15, Features Intersected: W. FORK DEEP CREEK TRIB, Facility Carried by Structure: HAW POND 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 2875015, Location: 5 MI N OF ASHBURN (Lat: 31.772519, Lng: -83.623878), Route carried "on" structure: County highway 50, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 345 (year 2031), Design Load: H 15, Features Intersected: W. FORK DEEP CREEK TRIB, Facility Carried by Structure: HAW POND 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Find on map >> Show street view
Structure Number: 2875022, Location: APP 2 MI SW OF ASHBURN (Lat: 31.681239, Lng: -83.675639), Route carried "on" structure: County highway 111, Year Built: 1980, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 270 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASHBURN BRANCH, Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: April 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 2875022, Location: APP 2 MI SW OF ASHBURN (Lat: 31.681239, Lng: -83.675639), Route carried "on" structure: County highway 111, Year Built: 1980, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 270 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASHBURN BRANCH, Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: April 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Find on map >> Show street view
Structure Number: 2875023, Location: APP 2.9 MI W OF SYCAMORE (Lat: 31.670889, Lng: -83.683669), Route carried "on" structure: County highway 111, Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 270 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2031), Design Load: HS 15, Features Intersected: LITTLE RIVER, Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2875023, Location: APP 2.9 MI W OF SYCAMORE (Lat: 31.670889, Lng: -83.683669), Route carried "on" structure: County highway 111, Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 270 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2031), Design Load: HS 15, Features Intersected: LITTLE RIVER, Facility Carried by Structure: CANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2875024, Location: 3.4 MI SW OF SYCAMORE (Lat: 31.662058, Lng: -83.692250), Route carried "on" structure: County highway 111, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 375 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: CANNON 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 2875024, Location: 3.4 MI SW OF SYCAMORE (Lat: 31.662058, Lng: -83.692250), Route carried "on" structure: County highway 111, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 375 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: CANNON 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Find on map >> Show street view
Structure Number: 287503, Location: 5 MI SW OF SYCAMORE (Lat: 31.606528, Lng: -83.674028), Route carried "on" structure: County highway 192, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20+Mod, Features Intersected: LIME SINK CREEK, Facility Carried by Structure: CLEMENTS CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 287503, Location: 5 MI SW OF SYCAMORE (Lat: 31.606528, Lng: -83.674028), Route carried "on" structure: County highway 192, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20+Mod, Features Intersected: LIME SINK CREEK, Facility Carried by Structure: CLEMENTS CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Find on map >> Show street view
Structure Number: 2875033, Location: 4.4 MI N OF ASHBURN (Lat: 31.769978, Lng: -83.654878), Route carried "on" structure: County highway 251, Year Built: 1960, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 345 (year 2031), Design Load: H 15, Features Intersected: WEST FORK DEEP CREEK, Facility Carried by Structure: WARDLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2875033, Location: 4.4 MI N OF ASHBURN (Lat: 31.769978, Lng: -83.654878), Route carried "on" structure: County highway 251, Year Built: 1960, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 345 (year 2031), Design Load: H 15, Features Intersected: WEST FORK DEEP CREEK, Facility Carried by Structure: WARDLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2875037, Location: WEST ASHBURN (Lat: 31.699058, Lng: -83.667658), Route carried "on" structure: City street 624, Year Built: 1985, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASHBURN BRANCH TRIB, Facility Carried by Structure: DETROIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2875037, Location: WEST ASHBURN (Lat: 31.699058, Lng: -83.667658), Route carried "on" structure: City street 624, Year Built: 1985, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASHBURN BRANCH TRIB, Facility Carried by Structure: DETROIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Find on map >> Show street view
Structure Number: 2875038, Location: 1.5 MI W OF ASHBURN (Lat: 31.698139, Lng: -83.667969), Route carried "on" structure: City street 620, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 915 (year 2031), Design Load: H 15, Features Intersected: ASHBURN BRANCH TRIB, Facility Carried by Structure: MARTIN LUTHER KING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2875038, Location: 1.5 MI W OF ASHBURN (Lat: 31.698139, Lng: -83.667969), Route carried "on" structure: City street 620, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 915 (year 2031), Design Load: H 15, Features Intersected: ASHBURN BRANCH TRIB, Facility Carried by Structure: MARTIN LUTHER KING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Find on map >> Show street view
Structure Number: 2875042, Location: 3 MI W OF ASBURN (Lat: 31.674628, Lng: -83.690578), Route carried "on" structure: State highway 112, Year Built: 2002, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,670 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2875042, Location: 3 MI W OF ASBURN (Lat: 31.674628, Lng: -83.690578), Route carried "on" structure: State highway 112, Year Built: 2002, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,670 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2870023, Location: APP 2 MI N OF ASHBURN (Lat: 31.735639, Lng: -83.651608), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 35,200 (year 1999), Truck Traffic: 1%, Features Intersected: SR 159, Facility Carried by Structure: SR 159
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 135.185, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2870023, Location: APP 2 MI N OF ASHBURN (Lat: 31.735639, Lng: -83.651608), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 35,200 (year 1999), Truck Traffic: 1%, Features Intersected: SR 159, Facility Carried by Structure: SR 159
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 135.185, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 2870027, Location: 3.5 MI N OF ASHBURN (Lat: 31.756119, Lng: -83.667247), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 35,200 (year 1999), Truck Traffic: 1%, Features Intersected: CR 251 WARDLOW ROAD, Facility Carried by Structure: WARDLOW ROAD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 136.794, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2870027, Location: 3.5 MI N OF ASHBURN (Lat: 31.756119, Lng: -83.667247), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 35,200 (year 1999), Truck Traffic: 1%, Features Intersected: CR 251 WARDLOW ROAD, Facility Carried by Structure: WARDLOW ROAD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 136.794, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 2870032, Location: EAST ASHBURN (Lat: 31.711628, Lng: -83.636947), Route carried "under" structure: State highway 112, Structure Length: 0. m, Average Daily Traffic: 7,700 (year 1999), Truck Traffic: 1%, Features Intersected: I-75 (EXIT 28), Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 14.484, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 2870032, Location: EAST ASHBURN (Lat: 31.711628, Lng: -83.636947), Route carried "under" structure: State highway 112, Structure Length: 0. m, Average Daily Traffic: 7,700 (year 1999), Truck Traffic: 1%, Features Intersected: I-75 (EXIT 28), Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 14.484, Lanes on structure: 6, Length of Maximum Span: 0.0m