Bridge Statistics for Barwick, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 72ft / 21.9mTotal length
- $4,220,000Total costs
- 3,420Total average daily traffic
- 55Total average daily truck traffic
- 5,130Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Barwick
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Channel
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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Structure Number: 275044, Location: APP 3.5 MI S OF BARWICK (Lat: 30.837689, Lng: -83.726589), Route carried "on" structure: County highway 195, Year Built: 1980, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 220 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 330 (year 2031), Design Load: HS 15, Features Intersected: DRY LAKE CREEK, Facility Carried by Structure: DIXIE-BARWICK 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: 5.5m (18.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 275044, Location: APP 3.5 MI S OF BARWICK (Lat: 30.837689, Lng: -83.726589), Route carried "on" structure: County highway 195, Year Built: 1980, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 220 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 330 (year 2031), Design Load: HS 15, Features Intersected: DRY LAKE CREEK, Facility Carried by Structure: DIXIE-BARWICK 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: 5.5m (18.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 275066, Location: APP 3.3 MI S OF BARWICK (Lat: 30.847258, Lng: -83.717728), Route carried "on" structure: County highway 269, Year Built: 1962, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 690 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,035 (year 2031), Design Load: H 15, Features Intersected: DRY LAKE CREEK, Facility Carried by Structure: DRY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), 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: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 275066, Location: APP 3.3 MI S OF BARWICK (Lat: 30.847258, Lng: -83.717728), Route carried "on" structure: County highway 269, Year Built: 1962, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 690 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,035 (year 2031), Design Load: H 15, Features Intersected: DRY LAKE CREEK, Facility Carried by Structure: DRY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), 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: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2750052, Location: APP 3 MI W OF BARWICK (Lat: 30.878908, Lng: -83.783647), Route carried "on" structure: County highway 561, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB., Facility Carried by Structure: COFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2750052, Location: APP 3 MI W OF BARWICK (Lat: 30.878908, Lng: -83.783647), Route carried "on" structure: County highway 561, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB., Facility Carried by Structure: COFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2750053, Location: APP 2 MI W OF BARWICK (Lat: 30.881150, Lng: -83.771908), Route carried "on" structure: County highway 561, Year Built: 1976, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2031), Design Load: HS 20+Mod, Features Intersected: PISCOLA CREEK, Facility Carried by Structure: COFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000
Structure Number: 2750053, Location: APP 2 MI W OF BARWICK (Lat: 30.881150, Lng: -83.771908), Route carried "on" structure: County highway 561, Year Built: 1976, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2031), Design Load: HS 20+Mod, Features Intersected: PISCOLA CREEK, Facility Carried by Structure: COFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $381,000
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Structure Number: 2755022, Location: APP 4 MI NE OF BOSTON (Lat: 30.850089, Lng: -83.770069), Route carried "on" structure: County highway 33, Year Built: 1973, Year Reconstructed: 2002, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK, Facility Carried by Structure: OZELL 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $791,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2755022, Location: APP 4 MI NE OF BOSTON (Lat: 30.850089, Lng: -83.770069), Route carried "on" structure: County highway 33, Year Built: 1973, Year Reconstructed: 2002, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK, Facility Carried by Structure: OZELL 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $791,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2755028, Location: APP 1 MI NW OF BARWICK (Lat: 30.903919, Lng: -83.755478), Route carried "on" structure: County highway 36, Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB., Facility Carried by Structure: POPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2755028, Location: APP 1 MI NW OF BARWICK (Lat: 30.903919, Lng: -83.755478), Route carried "on" structure: County highway 36, Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB., Facility Carried by Structure: POPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2755101, Location: APP 3 MI W OF BARWICK (Lat: 30.887889, Lng: -83.793908), Route carried "on" structure: County highway 279, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB., Facility Carried by Structure: STEPHENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2755101, Location: APP 3 MI W OF BARWICK (Lat: 30.887889, Lng: -83.793908), Route carried "on" structure: County highway 279, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB., Facility Carried by Structure: STEPHENSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2755102, Location: APP 3 MI SW OF BARWICK (Lat: 30.871647, Lng: -83.778089), Route carried "on" structure: County highway 301, Year Built: 1957, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB, Facility Carried by Structure: SALEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2755102, Location: APP 3 MI SW OF BARWICK (Lat: 30.871647, Lng: -83.778089), Route carried "on" structure: County highway 301, Year Built: 1957, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: H 15, Features Intersected: PISCOLA CREEK TRIB, Facility Carried by Structure: SALEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 2755125, Location: 2 MILES NORTHWEST OF BARW (Lat: 30.912839, Lng: -83.763689), Route carried "on" structure: County highway 36, Year Built: 1996, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2031), Design Load: HS 20+Mod, Features Intersected: PISCOLA CREEK, Facility Carried by Structure: POPE 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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2755125, Location: 2 MILES NORTHWEST OF BARW (Lat: 30.912839, Lng: -83.763689), Route carried "on" structure: County highway 36, Year Built: 1996, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2031), Design Load: HS 20+Mod, Features Intersected: PISCOLA CREEK, Facility Carried by Structure: POPE 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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2755152, Location: APP. 2.5 MILES NORTHWEST (Lat: 30.915547, Lng: -83.778819), Route carried "on" structure: County highway 301, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20, Features Intersected: PISCOLA CREEK TRIB, Facility Carried by Structure: SALEM ROAD
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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 2755152, Location: APP. 2.5 MILES NORTHWEST (Lat: 30.915547, Lng: -83.778819), Route carried "on" structure: County highway 301, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20, Features Intersected: PISCOLA CREEK TRIB, Facility Carried by Structure: SALEM ROAD
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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Precast Panels