Bridge Statistics for Evans, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 381ft / 116mTotal length
- $56,771,000Total costs
- 172,930Total average daily traffic
- 2,272Total average daily truck traffic
- 268,257Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Evans
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 31960-1969
- 61970-1979
- 11980-1989
- 11990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 81.8%Good
- 9.1%Satisfactory
- Bridge Condition - Superstructure
- 36.4%Very good
- 54.5%Good
- 9.1%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 72.7%Good
- 18.2%Satisfactory
- Bridge Condition - Channel
- 44.4%Very good
- 22.2%Good
- 27.8%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 88.9%Good
- 11.1%Satisfactory
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Structure Number: 730002, Location: 3.6 MI NW OF MARTINEZ (Lat: 33.562647, Lng: -82.105239), Route carried "on" structure: State highway 28, Year Built: 1935, Year Reconstructed: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,480 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 18,720 (year 2032), Design Load: H 15, Features Intersected: JONES 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), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 730002, Location: 3.6 MI NW OF MARTINEZ (Lat: 33.562647, Lng: -82.105239), Route carried "on" structure: State highway 28, Year Built: 1935, Year Reconstructed: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,480 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 18,720 (year 2032), Design Load: H 15, Features Intersected: JONES 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), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 73001, Location: 4.7 MI NW OF MARTINEZ (Lat: 33.546556, Lng: -82.147044), Route carried "on" structure: State highway 104, Year Built: 1934, Year Reconstructed: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 26,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 39,540 (year 2032), Design Load: H 15, Features Intersected: BETTYS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $208,000
Structure Number: 73001, Location: 4.7 MI NW OF MARTINEZ (Lat: 33.546556, Lng: -82.147044), Route carried "on" structure: State highway 104, Year Built: 1934, Year Reconstructed: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 26,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 39,540 (year 2032), Design Load: H 15, Features Intersected: BETTYS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $208,000
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Structure Number: 730011, Location: 5.2 MI NW OF MARTINEZ (Lat: 33.567500, Lng: -82.183558), Route carried "on" structure: State highway 104, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20, Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: 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: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2021, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,477,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 730011, Location: 5.2 MI NW OF MARTINEZ (Lat: 33.567500, Lng: -82.183558), Route carried "on" structure: State highway 104, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20, Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: 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: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2021, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,477,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730012, Location: 7.8 MI E OF APPLING (Lat: 33.570542, Lng: -82.190631), Route carried "on" structure: State highway 104, Year Built: 1934, Year Reconstructed: 2015, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: H 15, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 730012, Location: 7.8 MI E OF APPLING (Lat: 33.570542, Lng: -82.190631), Route carried "on" structure: State highway 104, Year Built: 1934, Year Reconstructed: 2015, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: H 15, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 730013, Location: 6.6 MI NE OF APPLING (Lat: 33.586019, Lng: -82.213206), Route carried "on" structure: State highway 104, Year Built: 1971, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20, Features Intersected: LITTLE KIOKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: June 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 730013, Location: 6.6 MI NE OF APPLING (Lat: 33.586019, Lng: -82.213206), Route carried "on" structure: State highway 104, Year Built: 1971, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20, Features Intersected: LITTLE KIOKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: June 2021, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730014, Location: 6.2 MI NE OF APPLING (Lat: 33.601081, Lng: -82.232442), Route carried "on" structure: State highway 104, Year Built: 1971, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20+Mod, Features Intersected: KIOKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,618,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 730014, Location: 6.2 MI NE OF APPLING (Lat: 33.601081, Lng: -82.232442), Route carried "on" structure: State highway 104, Year Built: 1971, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 6,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,410 (year 2032), Design Load: HS 20+Mod, Features Intersected: KIOKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,618,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730021, Location: 4.2 MI NW OF GROVETOWN (Lat: 33.510378, Lng: -82.215369), Route carried "on" structure: State highway 232, Year Built: 1982, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,085 (year 2032), Design Load: HS 20+Mod, Features Intersected: UCHEE 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 730021, Location: 4.2 MI NW OF GROVETOWN (Lat: 33.510378, Lng: -82.215369), Route carried "on" structure: State highway 232, Year Built: 1982, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,085 (year 2032), Design Load: HS 20+Mod, Features Intersected: UCHEE 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730024, Location: 6.4 MI NE OF GROVETOWN (Lat: 33.508036, Lng: -82.113333), Route carried "on" structure: State highway 232, Year Built: 1975, Year Reconstructed: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 18,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,015 (year 2032), Design Load: HS 20, Features Intersected: REEDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: 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: June 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $799,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730024, Location: 6.4 MI NE OF GROVETOWN (Lat: 33.508036, Lng: -82.113333), Route carried "on" structure: State highway 232, Year Built: 1975, Year Reconstructed: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 18,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,015 (year 2032), Design Load: HS 20, Features Intersected: REEDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: 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: June 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $799,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 730036, Location: 0.3 MI SW OF SR-28 (Lat: 33.565600, Lng: -82.120678), Route carried "on" structure: City street 7071, Year Built: 1962, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 11,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,995 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD, Facility Carried by Structure: NORTH BELAIR 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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $692,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 730036, Location: 0.3 MI SW OF SR-28 (Lat: 33.565600, Lng: -82.120678), Route carried "on" structure: City street 7071, Year Built: 1962, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 11,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,995 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD, Facility Carried by Structure: NORTH BELAIR 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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $692,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 730042, Location: 5.7 MI NE OF APPLING (Lat: 33.571994, Lng: -82.224194), Route carried "on" structure: County highway 2123, Year Built: 1978, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE KIOKEE CREEK, Facility Carried by Structure: OLD WASHINGTON RD
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: June 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 730042, Location: 5.7 MI NE OF APPLING (Lat: 33.571994, Lng: -82.224194), Route carried "on" structure: County highway 2123, Year Built: 1978, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE KIOKEE CREEK, Facility Carried by Structure: OLD WASHINGTON RD
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: June 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
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Structure Number: 735004, Location: 5.5 MI NW OF MARTINEZ (Lat: 33.575825, Lng: -82.137714), Route carried "on" structure: County highway 92, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: BETTYS BRANCH, Facility Carried by Structure: HARDY McMANUS RD
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: 7.3m (24.0ft), Skew: 1 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, 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: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 735004, Location: 5.5 MI NW OF MARTINEZ (Lat: 33.575825, Lng: -82.137714), Route carried "on" structure: County highway 92, Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: BETTYS BRANCH, Facility Carried by Structure: HARDY McMANUS RD
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: 7.3m (24.0ft), Skew: 1 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, 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: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 735006, Location: 2 MI NW OF EVANS (Lat: 33.553944, Lng: -82.155533), Route carried "on" structure: County highway 562, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 510 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2032), Design Load: HS 20+Mod, Features Intersected: BETTYS BRANCH TRIB., Facility Carried by Structure: COVERED BRIDGE RD
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 21.9m (71.9ft)
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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 735006, Location: 2 MI NW OF EVANS (Lat: 33.553944, Lng: -82.155533), Route carried "on" structure: County highway 562, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 510 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2032), Design Load: HS 20+Mod, Features Intersected: BETTYS BRANCH TRIB., Facility Carried by Structure: COVERED BRIDGE RD
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 21.9m (71.9ft)
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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 735014, Location: 3.5 MI W OF EVANS (Lat: 33.528086, Lng: -82.186400), Route carried "on" structure: County highway 2644, Year Built: 1960, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,620 (year 2032), Design Load: H 15, Features Intersected: TUDOR BRANCH, Facility Carried by Structure: HEREFORD FARM 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000
Structure Number: 735014, Location: 3.5 MI W OF EVANS (Lat: 33.528086, Lng: -82.186400), Route carried "on" structure: County highway 2644, Year Built: 1960, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,620 (year 2032), Design Load: H 15, Features Intersected: TUDOR BRANCH, Facility Carried by Structure: HEREFORD FARM 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000
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Structure Number: 735015, Location: 0.8 MI W OF EVANS (Lat: 33.538978, Lng: -82.141069), Route carried "on" structure: County highway 227, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2032), Design Load: H 15, Features Intersected: BETTY'S BRANCH TRIB., Facility Carried by Structure: SIR GALAHAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 735015, Location: 0.8 MI W OF EVANS (Lat: 33.538978, Lng: -82.141069), Route carried "on" structure: County highway 227, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2032), Design Load: H 15, Features Intersected: BETTY'S BRANCH TRIB., Facility Carried by Structure: SIR GALAHAD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 735018, Location: 4.4 MI NE OF GROVETOWN (Lat: 33.504833, Lng: -82.158036), Route carried "on" structure: State highway 232, Year Built: 2006, Year Reconstructed: 2014, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 10,140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,210 (year 2032), Design Load: HS 20+Mod, Features Intersected: CRAWFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: 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: June 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 735018, Location: 4.4 MI NE OF GROVETOWN (Lat: 33.504833, Lng: -82.158036), Route carried "on" structure: State highway 232, Year Built: 2006, Year Reconstructed: 2014, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 10,140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,210 (year 2032), Design Load: HS 20+Mod, Features Intersected: CRAWFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: 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: June 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 73502, Location: 2.2 MI W OF MARTINEZ (Lat: 33.509875, Lng: -82.112425), Route carried "on" structure: County highway 1336, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: REEDS CREEK, Facility Carried by Structure: DOWLING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 73502, Location: 2.2 MI W OF MARTINEZ (Lat: 33.509875, Lng: -82.112425), Route carried "on" structure: County highway 1336, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: REEDS CREEK, Facility Carried by Structure: DOWLING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 735021, Location: 3.9 MI N OF MARTINEZ (Lat: 33.572844, Lng: -82.088072), Route carried "on" structure: County highway 1761, Year Built: 2006, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,995 (year 2032), Design Load: HS 20+Mod, Features Intersected: JONES CREEK, Facility Carried by Structure: RIVER ISLAND PARKW
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: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 735021, Location: 3.9 MI N OF MARTINEZ (Lat: 33.572844, Lng: -82.088072), Route carried "on" structure: County highway 1761, Year Built: 2006, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,995 (year 2032), Design Load: HS 20+Mod, Features Intersected: JONES CREEK, Facility Carried by Structure: RIVER ISLAND PARKW
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: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 735026, Location: 4 MI NE OF GROVETOWN (Lat: 33.505956, Lng: -82.181617), Route carried "on" structure: State highway 232, Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,210 (year 2032), Design Load: HL 93, Features Intersected: WALTON BRANCH
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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), 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: 77.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $8,208,000, Roadway Improvement Cost: $820,000, Total Project Cost: $12,312,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 735026, Location: 4 MI NE OF GROVETOWN (Lat: 33.505956, Lng: -82.181617), Route carried "on" structure: State highway 232, Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,210 (year 2032), Design Load: HL 93, Features Intersected: WALTON BRANCH
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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), 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: 77.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $8,208,000, Roadway Improvement Cost: $820,000, Total Project Cost: $12,312,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 73503, Location: 1 MI SE OF EVANS (Lat: 33.532281, Lng: -82.118967), Route carried "on" structure: County highway 176, Year Built: 2016, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 20,150 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 38,700 (year 2035), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD, Facility Carried by Structure: RIVERWATCH PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $23,162,000, Roadway Improvement Cost: $2,316,000, Total Project Cost: $34,743,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 73503, Location: 1 MI SE OF EVANS (Lat: 33.532281, Lng: -82.118967), Route carried "on" structure: County highway 176, Year Built: 2016, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 20,150 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 38,700 (year 2035), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD, Facility Carried by Structure: RIVERWATCH PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $23,162,000, Roadway Improvement Cost: $2,316,000, Total Project Cost: $34,743,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 739002, Location: 24.0MI SE OF MCCORMICK (Lat: 33.594114, Lng: -82.124589), Route carried "on" structure: State highway 28, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 57.33m (188.09ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,837 (year 2040), Design Load: H 15, Features Intersected: SAVANNAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 5.2m (17.1ft), Horizontal Clearance: 59.7m (195.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 51, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 57.33m (188.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 739002, Location: 24.0MI SE OF MCCORMICK (Lat: 33.594114, Lng: -82.124589), Route carried "on" structure: State highway 28, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 57.33m (188.09ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,837 (year 2040), Design Load: H 15, Features Intersected: SAVANNAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 5.2m (17.1ft), Horizontal Clearance: 59.7m (195.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 51, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 57.33m (188.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete