Bridge Statistics for Hahira, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 276ft / 84.0mTotal length
- $81,910,000Total costs
- 261,360Total average daily traffic
- 4,377Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hahira
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 61960-1969
- 11970-1979
- 41990-1999
- 52000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 87.5%Good
- Bridge Condition - Superstructure
- 37.5%Very good
- 62.5%Good
- Bridge Condition - Substructure
- 6.3%Very good
- 87.5%Good
- 6.3%Satisfactory
- Bridge Condition - Channel
- 47.4%Very good
- 42.1%Good
- 5.3%Fair
- 5.3%Poor
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Structure Number: 270056, Location: APP 4 MI NE OF MOVEN (Lat: 30.973239, Lng: -83.442469), Route carried "on" structure: County highway 1780, Year Built: 1961, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 580 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 870 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER, Facility Carried by Structure: LAWSON POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 27.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 270056, Location: APP 4 MI NE OF MOVEN (Lat: 30.973239, Lng: -83.442469), Route carried "on" structure: County highway 1780, Year Built: 1961, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 580 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 870 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER, Facility Carried by Structure: LAWSON POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 27.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1850051, Location: APP 1.7 MI S OF HAHIRA (Lat: 30.968389, Lng: -83.380589), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 38,840 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 58,260 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: SR 7 @ 36.10N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.9m (121.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $392,000
Structure Number: 1850051, Location: APP 1.7 MI S OF HAHIRA (Lat: 30.968389, Lng: -83.380589), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 38,840 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 58,260 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: SR 7 @ 36.10N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.452, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.9m (121.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $392,000
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Structure Number: 1850052, Location: APP 1 MI S OF HAHIRA (Lat: 30.981958, Lng: -83.385008), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 38,840 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 58,260 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: SR 7 @ 37.08N I-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.9m (121.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $453,000
Structure Number: 1850052, Location: APP 1 MI S OF HAHIRA (Lat: 30.981958, Lng: -83.385008), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 2004, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 38,840 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 58,260 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: SR 7 @ 37.08N I-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.9m (121.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $453,000
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Structure Number: 1850053, Location: APP 1 MI N OF HAHIRA (Lat: 31.000269, Lng: -83.390619), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 36,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 54,495 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 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: Febuary 2020, Bridge Improvement Cost: $1,046,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,569,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1850053, Location: APP 1 MI N OF HAHIRA (Lat: 31.000269, Lng: -83.390619), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 36,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 54,495 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 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: Febuary 2020, Bridge Improvement Cost: $1,046,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,569,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1850055, Location: APP 2 MI N OF HAHIRA (Lat: 31.020700, Lng: -83.395889), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 36,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 54,495 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.890, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 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: January 2022, Bridge Improvement Cost: $1,046,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,569,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1850055, Location: APP 2 MI N OF HAHIRA (Lat: 31.020700, Lng: -83.395889), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 36,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 54,495 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.890, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 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: January 2022, Bridge Improvement Cost: $1,046,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,569,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 185009, Location: APP 1 MI W OF NAYLOR (Lat: 30.902528, Lng: -83.093508), Route carried "on" structure: US 84, Year Built: 1991, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 5,250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,875 (year 2032), Design Load: HS 20, Features Intersected: GRAND BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $1,157,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,735,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 185009, Location: APP 1 MI W OF NAYLOR (Lat: 30.902528, Lng: -83.093508), Route carried "on" structure: US 84, Year Built: 1991, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 5,250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,875 (year 2032), Design Load: HS 20, Features Intersected: GRAND BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $1,157,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,735,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1850092, Location: E HAHIRA CITY LIMITS (Lat: 30.993847, Lng: -83.393689), Route carried "on" structure: State highway 122, Year Built: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,280 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $668,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1850092, Location: E HAHIRA CITY LIMITS (Lat: 30.993847, Lng: -83.393689), Route carried "on" structure: State highway 122, Year Built: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 3,520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,280 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $668,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 185501, Location: 3.5 MI NE OF HAHIRA (Lat: 31.025919, Lng: -83.327739), Route carried "on" structure: County highway 57, Year Built: 1965, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: WITHLACOOCHEE RIV TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $451,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 185501, Location: 3.5 MI NE OF HAHIRA (Lat: 31.025919, Lng: -83.327739), Route carried "on" structure: County highway 57, Year Built: 1965, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: WITHLACOOCHEE RIV TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $451,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1855024, Location: 2.5 MI SW OF HAHIRA (Lat: 30.949247, Lng: -83.383419), Route carried "on" structure: County highway 239, Year Built: 1978, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: FRANKS CREEK, Facility Carried by Structure: FRANKS CRK ROAD
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: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1855024, Location: 2.5 MI SW OF HAHIRA (Lat: 30.949247, Lng: -83.383419), Route carried "on" structure: County highway 239, Year Built: 1978, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: FRANKS CREEK, Facility Carried by Structure: FRANKS CRK ROAD
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: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1855035, Location: 3 MI SW OF HAHIRA (Lat: 30.965189, Lng: -83.402628), Route carried "on" structure: County highway 775, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: SHILOH ROAD
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: 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: 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: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1855035, Location: 3 MI SW OF HAHIRA (Lat: 30.965189, Lng: -83.402628), Route carried "on" structure: County highway 775, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: SHILOH ROAD
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: 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: 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: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1855038, Location: APP 1.5 MI S OF HAHIRA (Lat: 30.971917, Lng: -83.359894), Route carried "on" structure: County highway 868, Year Built: 1937, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,585 (year 2032), Design Load: H 15, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: OLD US 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Length Of Structure Improvement: 7.89m (25.89ft), 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1855038, Location: APP 1.5 MI S OF HAHIRA (Lat: 30.971917, Lng: -83.359894), Route carried "on" structure: County highway 868, Year Built: 1937, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,585 (year 2032), Design Load: H 15, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: OLD US 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 minimum criteria, Length Of Structure Improvement: 7.89m (25.89ft), 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1855056, Location: APP 1 MI S OF HAHIRA (Lat: 30.969328, Lng: -83.379358), Route carried "on" structure: County highway 38, Year Built: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: UNION 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
Structure Number: 1855056, Location: APP 1 MI S OF HAHIRA (Lat: 30.969328, Lng: -83.379358), Route carried "on" structure: County highway 38, Year Built: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: UNION 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
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Structure Number: 1855063, Location: 3 MI S OF HAHIRA (Lat: 30.972400, Lng: -83.385539), Route carried "on" structure: County highway 226, Year Built: 2003, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK, Facility Carried by Structure: OLD VALDOSTA 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 1855063, Location: 3 MI S OF HAHIRA (Lat: 30.972400, Lng: -83.385539), Route carried "on" structure: County highway 226, Year Built: 2003, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK, Facility Carried by Structure: OLD VALDOSTA 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: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1855064, Location: APP 3 MI S OF HAHIRA (Lat: 30.949708, Lng: -83.374989), Route carried "on" structure: County highway 239, Year Built: 2003, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: FRANKS CRK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,309,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,963,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1855064, Location: APP 3 MI S OF HAHIRA (Lat: 30.949708, Lng: -83.374989), Route carried "on" structure: County highway 239, Year Built: 2003, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: FRANKS CRK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,309,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,963,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1855077, Location: 8 MILES SW OF HAHIRA (Lat: 30.948389, Lng: -83.387489), Route carried "on" structure: County highway 239, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: FRANKS CREEK ROAD
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: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1855077, Location: 8 MILES SW OF HAHIRA (Lat: 30.948389, Lng: -83.387489), Route carried "on" structure: County highway 239, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK TRIB, Facility Carried by Structure: FRANKS CREEK ROAD
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: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1855082, Location: 3 MI W OF HAHIRA (Lat: 30.999078, Lng: -83.450658), Route carried "on" structure: State highway 122, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 2,110 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: METTING HOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,563,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,344,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1855082, Location: 3 MI W OF HAHIRA (Lat: 30.999078, Lng: -83.450658), Route carried "on" structure: State highway 122, Year Built: 2007, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 2,110 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: METTING HOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,563,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,344,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1855083, Location: 3 MI NE OF HAHIRA (Lat: 31.021739, Lng: -83.308489), Route carried "on" structure: County highway 1214, Year Built: 2009, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,275 (year 2032), Design Load: HS 20, Features Intersected: WITHLACHOOCHEE, Facility Carried by Structure: CR 781 SKIPPER BRI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: Equal to 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: Febuary 2022, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1855083, Location: 3 MI NE OF HAHIRA (Lat: 31.021739, Lng: -83.308489), Route carried "on" structure: County highway 1214, Year Built: 2009, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,275 (year 2032), Design Load: HS 20, Features Intersected: WITHLACHOOCHEE, Facility Carried by Structure: CR 781 SKIPPER BRI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: Equal to 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: Febuary 2022, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1855084, Location: APP 3.5 MI NE OF HAHIRA (Lat: 31.022719, Lng: -83.308319), Route carried "on" structure: County highway 781, Year Built: 2009, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,275 (year 2032), Design Load: HS 20, Features Intersected: WITHLACOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1855084, Location: APP 3.5 MI NE OF HAHIRA (Lat: 31.022719, Lng: -83.308319), Route carried "on" structure: County highway 781, Year Built: 2009, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,275 (year 2032), Design Load: HS 20, Features Intersected: WITHLACOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1855089, Location: APP 1 MI W OF HAHIRA GA (Lat: 30.984289, Lng: -83.391789), Route carried "on" structure: County highway 1780, Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,090 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,635 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK, Facility Carried by Structure: MORVEN 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: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $10,656,000, Roadway Improvement Cost: $1,065,000, Total Project Cost: $15,984,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 1855089, Location: APP 1 MI W OF HAHIRA GA (Lat: 30.984289, Lng: -83.391789), Route carried "on" structure: County highway 1780, Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,090 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,635 (year 2032), Design Load: HS 20+Mod, Features Intersected: FRANKS CREEK, Facility Carried by Structure: MORVEN 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: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $10,656,000, Roadway Improvement Cost: $1,065,000, Total Project Cost: $15,984,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 185509, Location: APP 3 MI S OF BARRETTS (Lat: 30.980119, Lng: -83.246228), Route carried "on" structure: County highway 557, Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,590 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,885 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEATTY BRANCH, Facility Carried by Structure: CAT CREEK 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $10,656,000, Roadway Improvement Cost: $1,065,000, Total Project Cost: $15,984,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 185509, Location: APP 3 MI S OF BARRETTS (Lat: 30.980119, Lng: -83.246228), Route carried "on" structure: County highway 557, Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,590 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,885 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEATTY BRANCH, Facility Carried by Structure: CAT CREEK 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $10,656,000, Roadway Improvement Cost: $1,065,000, Total Project Cost: $15,984,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1855092, Location: W EDGE OF HAHIRA CITY LIM (Lat: 30.992247, Lng: -83.388050), Route carried "on" structure: State highway 122, Year Built: 2019, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 10,900 (year 2039), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 29)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $23,088,000, Roadway Improvement Cost: $2,309,000, Total Project Cost: $34,632,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1855092, Location: W EDGE OF HAHIRA CITY LIM (Lat: 30.992247, Lng: -83.388050), Route carried "on" structure: State highway 122, Year Built: 2019, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,900 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 10,900 (year 2039), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 29)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $23,088,000, Roadway Improvement Cost: $2,309,000, Total Project Cost: $34,632,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1855064, Location: APP 3 MI S OF HAHIRA (Lat: 30.949708, Lng: -83.374989), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 44,400 (year 1998), Truck Traffic: 5%, Features Intersected: CR 239 FRANKS CREEK RD, Facility Carried by Structure: FRANKS CRK ROAD
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 41.843, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1855064, Location: APP 3 MI S OF HAHIRA (Lat: 30.949708, Lng: -83.374989), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 44,400 (year 1998), Truck Traffic: 5%, Features Intersected: CR 239 FRANKS CREEK RD, Facility Carried by Structure: FRANKS CRK ROAD
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 41.843, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 1855092, Location: W EDGE OF HAHIRA CITY LIM (Lat: 30.992247, Lng: -83.388050), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 1998), Truck Traffic: 1%, Features Intersected: SR 122, Facility Carried by Structure: SR 122
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 46.671, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 1855092, Location: W EDGE OF HAHIRA CITY LIM (Lat: 30.992247, Lng: -83.388050), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 1998), Truck Traffic: 1%, Features Intersected: SR 122, Facility Carried by Structure: SR 122
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 46.671, Lanes on structure: 4, Length of Maximum Span: 0.0m