Bridge Statistics for Pembroke, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 69ft / 21.2mTotal length
- $4,080,000Total costs
- 38,850Total average daily traffic
- 932Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pembroke
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 11960-1969
- 21970-1979
- 31990-1999
- Bridge Condition - Deck
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Channel
- 44.4%Very good
- 55.6%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 290008, Location: 4.1 MILES WEST OF PEMBROK (Lat: 32.140639, Lng: -81.692447), Route carried "on" structure: US 280, Year Built: 1936, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,730 (year 2032), Design Load: H 15, Features Intersected: OTTER HOLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 290008, Location: 4.1 MILES WEST OF PEMBROK (Lat: 32.140639, Lng: -81.692447), Route carried "on" structure: US 280, Year Built: 1936, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,730 (year 2032), Design Load: H 15, Features Intersected: OTTER HOLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 290009, Location: 3.5 MI W OF PEMBROKE (Lat: 32.139828, Lng: -81.681069), Route carried "on" structure: US 280, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,730 (year 2032), Design Load: H 15, Features Intersected: OTTER HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
Structure Number: 290009, Location: 3.5 MI W OF PEMBROKE (Lat: 32.139828, Lng: -81.681069), Route carried "on" structure: US 280, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,820 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,730 (year 2032), Design Load: H 15, Features Intersected: OTTER HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
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Structure Number: 290019, Location: 2 MILES NE OF PEMBROKE (Lat: 32.161008, Lng: -81.603997), Route carried "on" structure: State highway 119, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,490 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,235 (year 2032), Design Load: H 15, Features Intersected: MILL CREEK TRIB, Facility Carried by Structure: J.A.TREUTLEN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 290019, Location: 2 MILES NE OF PEMBROKE (Lat: 32.161008, Lng: -81.603997), Route carried "on" structure: State highway 119, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,490 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,235 (year 2032), Design Load: H 15, Features Intersected: MILL CREEK TRIB, Facility Carried by Structure: J.A.TREUTLEN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 290054, Location: 1.9 SOUTH OF PEMBROKE (Lat: 32.108708, Lng: -81.624819), Route carried "on" structure: State highway 119, Year Built: 1992, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,220 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 3,330 (year 2032), Design Load: HS 20+Mod, Features Intersected: SAVAGE CREEK TRIB, Facility Carried by Structure: J.A.TREUTLEN HWY.
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: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 290054, Location: 1.9 SOUTH OF PEMBROKE (Lat: 32.108708, Lng: -81.624819), Route carried "on" structure: State highway 119, Year Built: 1992, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,220 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 3,330 (year 2032), Design Load: HS 20+Mod, Features Intersected: SAVAGE CREEK TRIB, Facility Carried by Structure: J.A.TREUTLEN HWY.
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: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290055, Location: 5 MI E OF PEMBROKE (Lat: 32.129183, Lng: -81.531689), Route carried "on" structure: State highway 204, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,480 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 3,720 (year 2032), Design Load: HS 20+Mod, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: J.O.BACON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 290055, Location: 5 MI E OF PEMBROKE (Lat: 32.129183, Lng: -81.531689), Route carried "on" structure: State highway 204, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,480 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 3,720 (year 2032), Design Load: HS 20+Mod, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: J.O.BACON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 295008, Location: 4 MI W OF PEMBROKE (Lat: 32.131528, Lng: -81.688958), Route carried "on" structure: County highway 75, Year Built: 1950, Year Reconstructed: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: OTTER HOLE BRANCH, Facility Carried by Structure: BACONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 295008, Location: 4 MI W OF PEMBROKE (Lat: 32.131528, Lng: -81.688958), Route carried "on" structure: County highway 75, Year Built: 1950, Year Reconstructed: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: OTTER HOLE BRANCH, Facility Carried by Structure: BACONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 295012, Location: 5.5 MILES NE OF PEMBROKE (Lat: 32.177189, Lng: -81.542119), Route carried "on" structure: County highway 153, Year Built: 1961, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: STUBBS 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: Tee Beam, Number Of Spans In Main Unit: 4, 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: 35.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 295012, Location: 5.5 MILES NE OF PEMBROKE (Lat: 32.177189, Lng: -81.542119), Route carried "on" structure: County highway 153, Year Built: 1961, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: STUBBS 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: Tee Beam, Number Of Spans In Main Unit: 4, 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: 35.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 310089, Location: 9.6 MI S OF BROOKLET (Lat: 32.230108, Lng: -81.623839), Route carried "on" structure: County highway 1838, Year Built: 1974, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,170 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,755 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-16 (SR 404), Facility Carried by Structure: ASH BRANCH CH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,641,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 310089, Location: 9.6 MI S OF BROOKLET (Lat: 32.230108, Lng: -81.623839), Route carried "on" structure: County highway 1838, Year Built: 1974, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,170 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,755 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-16 (SR 404), Facility Carried by Structure: ASH BRANCH CH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,641,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 310108, Location: 13.5 MI S OF BROOKLET (Lat: 32.182258, Lng: -81.671439), Route carried "on" structure: State highway 67, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,370 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,555 (year 2031), Design Load: HS 20+Mod, Features Intersected: ZULKS BAY BRANCH
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: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 310108, Location: 13.5 MI S OF BROOKLET (Lat: 32.182258, Lng: -81.671439), Route carried "on" structure: State highway 67, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,370 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,555 (year 2031), Design Load: HS 20+Mod, Features Intersected: ZULKS BAY BRANCH
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: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 315023, Location: 15.5 MI S OF STATESBORO (Lat: 32.202489, Lng: -81.660169), Route carried "on" structure: County highway 287, Year Built: 1974, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASH BRANCH, Facility Carried by Structure: LAWRENCE CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 315023, Location: 15.5 MI S OF STATESBORO (Lat: 32.202489, Lng: -81.660169), Route carried "on" structure: County highway 287, Year Built: 1974, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASH BRANCH, Facility Carried by Structure: LAWRENCE CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 310089, Location: 9.6 MI S OF BROOKLET (Lat: 32.230108, Lng: -81.623839), Route carried "under" structure: Interstate 16, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 1999), Truck Traffic: 1%, Features Intersected: FAS 1838 ASH BR CH ROAD, Facility Carried by Structure: ASH BRANCH CH RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 212.434, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 310089, Location: 9.6 MI S OF BROOKLET (Lat: 32.230108, Lng: -81.623839), Route carried "under" structure: Interstate 16, Structure Length: 0. m, Average Daily Traffic: 20,300 (year 1999), Truck Traffic: 1%, Features Intersected: FAS 1838 ASH BR CH ROAD, Facility Carried by Structure: ASH BRANCH CH RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 212.434, Lanes on structure: 2, Length of Maximum Span: 0.0m