Bridge Statistics for Seville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 82ft / 24.6mTotal length
- $9,964,000Total costs
- 7,650Total average daily traffic
- 612Total average daily truck traffic
- 11,475Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Seville
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 31960-1969
- 21970-1979
- 11990-1999
- 22000-2009
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 41.7%Very good
- 25.0%Good
- 25.0%Satisfactory
- 8.3%Fair
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Structure Number: 810051, Location: 9 MILES EAST OF ARABI (Lat: 31.902258, Lng: -83.612700), Route carried "on" structure: County highway 1690, Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 70 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2032), Features Intersected: DOUBLE RUN CREEK, Facility Carried by Structure: WILLIFORD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 810051, Location: 9 MILES EAST OF ARABI (Lat: 31.902258, Lng: -83.612700), Route carried "on" structure: County highway 1690, Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 70 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2032), Features Intersected: DOUBLE RUN CREEK, Facility Carried by Structure: WILLIFORD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 810052, Location: 12 MILE EAST OF CORDELE (Lat: 31.965158, Lng: -83.628358), Route carried "on" structure: County highway 1690, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 220 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2032), Design Load: H 15, Features Intersected: DEEP CREEK TRIB., Facility Carried by Structure: WILLIFORD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 810052, Location: 12 MILE EAST OF CORDELE (Lat: 31.965158, Lng: -83.628358), Route carried "on" structure: County highway 1690, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 220 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2032), Design Load: H 15, Features Intersected: DEEP CREEK TRIB., Facility Carried by Structure: WILLIFORD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 810053, Location: 11 MILES NORTH OF CORDELE (Lat: 31.998089, Lng: -83.618078), Route carried "on" structure: County highway 1690, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 220 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2032), Design Load: H 15, Features Intersected: ALAPAHA RIVER TRIB., Facility Carried by Structure: WILLIFORD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: August 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
Structure Number: 810053, Location: 11 MILES NORTH OF CORDELE (Lat: 31.998089, Lng: -83.618078), Route carried "on" structure: County highway 1690, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 220 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2032), Design Load: H 15, Features Intersected: ALAPAHA RIVER TRIB., Facility Carried by Structure: WILLIFORD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: August 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
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Structure Number: 81501, Location: 8.5 MI E OF CORDELE (Lat: 31.934828, Lng: -83.640869), Route carried "on" structure: County highway 70, Year Built: 1936, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2032), Features Intersected: DEEP CREEK TRIB., Facility Carried by Structure: ARABI WILLIFORD RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.12m (134.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 81501, Location: 8.5 MI E OF CORDELE (Lat: 31.934828, Lng: -83.640869), Route carried "on" structure: County highway 70, Year Built: 1936, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 30 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2032), Features Intersected: DEEP CREEK TRIB., Facility Carried by Structure: ARABI WILLIFORD RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.12m (134.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 815037, Location: 0.5 MI W OF WILCOX C L (Lat: 31.987928, Lng: -83.615508), Route carried "on" structure: County highway 353, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: ALAPAHA RIVER TRIB., Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 815037, Location: 0.5 MI W OF WILCOX C L (Lat: 31.987928, Lng: -83.615508), Route carried "on" structure: County highway 353, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: ALAPAHA RIVER TRIB., Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 315502, Location: 3.2 MILES SOUTHEAST OF PI (Lat: 32.076189, Lng: -83.465417), Route carried "on" structure: County highway 253, Year Built: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2031), Design Load: H 15, Features Intersected: CEDAR CREEK TRIB, Facility Carried by Structure: CANNONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 315502, Location: 3.2 MILES SOUTHEAST OF PI (Lat: 32.076189, Lng: -83.465417), Route carried "on" structure: County highway 253, Year Built: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2031), Design Load: H 15, Features Intersected: CEDAR CREEK TRIB, Facility Carried by Structure: CANNONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 3155025, Location: 2.2 MILES NORTH OF SEVILL (Lat: 31.985058, Lng: -83.576547), Route carried "on" structure: County highway 254, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 420 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER
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: 7.0m (23.0ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 3155025, Location: 2.2 MILES NORTH OF SEVILL (Lat: 31.985058, Lng: -83.576547), Route carried "on" structure: County highway 254, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 420 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER
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: 7.0m (23.0ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 3155029, Location: SEVILLE - N CITY LIMITS (Lat: 31.965486, Lng: -83.598492), Route carried "on" structure: County highway 257, Year Built: 1960, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: H 15, Features Intersected: ALAPAHA RIVER TRIB
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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $9,060,000, Total Project Cost: $9,060,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3155029, Location: SEVILLE - N CITY LIMITS (Lat: 31.965486, Lng: -83.598492), Route carried "on" structure: County highway 257, Year Built: 1960, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: H 15, Features Intersected: ALAPAHA RIVER TRIB
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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $9,060,000, Total Project Cost: $9,060,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 315503, Location: 2.5 MILES NORTH OF SEVILL (Lat: 31.996919, Lng: -83.590828), Route carried "on" structure: County highway 257, Year Built: 1960, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: ALAPAHA RIVER, Facility Carried by Structure: PLEASANT VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), 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: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 315503, Location: 2.5 MILES NORTH OF SEVILL (Lat: 31.996919, Lng: -83.590828), Route carried "on" structure: County highway 257, Year Built: 1960, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: ALAPAHA RIVER, Facility Carried by Structure: PLEASANT VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), 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: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 315504, Location: .5 MI S OF SAVILLE (Lat: 31.955231, Lng: -83.601078), Route carried "on" structure: County highway 18, Year Built: 1996, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 140 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER TRIB., Facility Carried by Structure: POWELL 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 315504, Location: .5 MI S OF SAVILLE (Lat: 31.955231, Lng: -83.601078), Route carried "on" structure: County highway 18, Year Built: 1996, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 140 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER TRIB., Facility Carried by Structure: POWELL 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 3155041, Location: .8 MILES OF SEVILLE (Lat: 31.960211, Lng: -83.589967), Route carried "on" structure: US 280, Year Built: 2006, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,840 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,260 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER TRIB
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: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3155041, Location: .8 MILES OF SEVILLE (Lat: 31.960211, Lng: -83.589967), Route carried "on" structure: US 280, Year Built: 2006, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,840 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,260 (year 2031), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER TRIB
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: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3155042, Location: 1.3 MILES E OF SEVILLE (Lat: 31.955969, Lng: -83.580447), Route carried "on" structure: US 280, Year Built: 2006, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,580 (year 2012), Truck Traffic: 22%, Average Future Daily Traffic: 3,870 (year 2032), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee 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: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3155042, Location: 1.3 MILES E OF SEVILLE (Lat: 31.955969, Lng: -83.580447), Route carried "on" structure: US 280, Year Built: 2006, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,580 (year 2012), Truck Traffic: 22%, Average Future Daily Traffic: 3,870 (year 2032), Design Load: HS 20+Mod, Features Intersected: ALAPAHA RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee 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: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place