Bridge Statistics for Adel, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 210ft / 63.9mTotal length
- $36,447,000Total costs
- 176,450Total average daily traffic
- 7,096Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Adel
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 71960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 88.9%Good
- Bridge Condition - Superstructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Substructure
- 11.1%Very good
- 88.9%Good
- Bridge Condition - Channel
- 31.3%Very good
- 43.8%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 63.6%Good
- 36.4%Satisfactory
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Structure Number: 750005, Location: IN EAST ADEL (Lat: 31.138839, Lng: -83.416428), Route carried "on" structure: State highway 37, Year Built: 1970, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 5,700 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2031), Design Load: HS 15, Features Intersected: BEAR 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: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $58,000, Total Project Cost: $867,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750005, Location: IN EAST ADEL (Lat: 31.138839, Lng: -83.416428), Route carried "on" structure: State highway 37, Year Built: 1970, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 5,700 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2031), Design Load: HS 15, Features Intersected: BEAR 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: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $58,000, Total Project Cost: $867,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750006, Location: IN EAST ADEL (Lat: 31.139428, Lng: -83.413028), Route carried "on" structure: State highway 37, Year Built: 1933, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,700 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2031), Design Load: H 15, Features Intersected: SPRING 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 750006, Location: IN EAST ADEL (Lat: 31.139428, Lng: -83.413028), Route carried "on" structure: State highway 37, Year Built: 1933, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,700 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2031), Design Load: H 15, Features Intersected: SPRING 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 750007, Location: APP 3.5 MI E OF ADEL (Lat: 31.131608, Lng: -83.367169), Route carried "on" structure: State highway 37, Year Built: 1949, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,955 (year 2031), Design Load: H 15, Features Intersected: INDIAN TRAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 31.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Structure Number: 750007, Location: APP 3.5 MI E OF ADEL (Lat: 31.131608, Lng: -83.367169), Route carried "on" structure: State highway 37, Year Built: 1949, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,955 (year 2031), Design Load: H 15, Features Intersected: INDIAN TRAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 31.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
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Structure Number: 750011, Location: APP 2 MI S OF ADEL (Lat: 31.117850, Lng: -83.440389), Route carried "on" structure: State highway 76, Year Built: 1942, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,595 (year 2031), Design Load: H 15, Features Intersected: MORRISON 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: 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: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 750011, Location: APP 2 MI S OF ADEL (Lat: 31.117850, Lng: -83.440389), Route carried "on" structure: State highway 76, Year Built: 1942, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,595 (year 2031), Design Load: H 15, Features Intersected: MORRISON 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: 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: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 750012, Location: APP 3 MI E NE OF ADEL (Lat: 31.143397, Lng: -83.375389), Route carried "on" structure: State highway 76, Year Built: 1933, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,160 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,240 (year 2031), Design Load: H 15, Features Intersected: INDIAN TRAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 750012, Location: APP 3 MI E NE OF ADEL (Lat: 31.143397, Lng: -83.375389), Route carried "on" structure: State highway 76, Year Built: 1933, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,160 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,240 (year 2031), Design Load: H 15, Features Intersected: INDIAN TRAIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 750018, Location: SOUTH ADEL (Lat: 31.112689, Lng: -83.427828), Route carried "on" structure: County highway 216, Year Built: 1960, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,980 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,970 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 37), Facility Carried by Structure: ADEL-QUITMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), 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: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $742,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,114,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 750018, Location: SOUTH ADEL (Lat: 31.112689, Lng: -83.427828), Route carried "on" structure: County highway 216, Year Built: 1960, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,980 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,970 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 37), Facility Carried by Structure: ADEL-QUITMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), 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: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $742,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,114,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750021, Location: SOUTH ADEL (Lat: 31.124858, Lng: -83.434139), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2006, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 35,300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 52,950 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 76 NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.155, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 40.2m (131.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,802,000, Roadway Improvement Cost: $280,000, Total Project Cost: $4,203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 750021, Location: SOUTH ADEL (Lat: 31.124858, Lng: -83.434139), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2006, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 35,300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 52,950 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 76 NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.155, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 38.3m (125.7ft), Out-to-Out Width: 40.2m (131.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,802,000, Roadway Improvement Cost: $280,000, Total Project Cost: $4,203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 750033, Location: APP 2 MI S OF ADEL (Lat: 31.119358, Lng: -83.442689), Route carried "on" structure: County highway 1296, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,040 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,560 (year 2031), Design Load: H 15, Features Intersected: MORRISON CREEK, Facility Carried by Structure: ANTIOCH CHURCH RD
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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 42.06m (137.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $358,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 750033, Location: APP 2 MI S OF ADEL (Lat: 31.119358, Lng: -83.442689), Route carried "on" structure: County highway 1296, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,040 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,560 (year 2031), Design Load: H 15, Features Intersected: MORRISON CREEK, Facility Carried by Structure: ANTIOCH CHURCH RD
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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 42.06m (137.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $358,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 750037, Location: IN NE ADEL (Lat: 31.148539, Lng: -83.420789), Route carried "on" structure: City street 4211, Year Built: 1962, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,615 (year 2031), Design Load: H 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: EAST MITCHELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000
Structure Number: 750037, Location: IN NE ADEL (Lat: 31.148539, Lng: -83.420789), Route carried "on" structure: City street 4211, Year Built: 1962, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,615 (year 2031), Design Load: H 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: EAST MITCHELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000
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Structure Number: 755038, Location: SOUTH SECTION OF ADEL (Lat: 31.125297, Lng: -83.416458), Route carried "on" structure: City street 214, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,460 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,190 (year 2031), Design Load: H 15, Features Intersected: BEAR CREEK TRIB, Facility Carried by Structure: SOUTH GORDON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 755038, Location: SOUTH SECTION OF ADEL (Lat: 31.125297, Lng: -83.416458), Route carried "on" structure: City street 214, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,460 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,190 (year 2031), Design Load: H 15, Features Intersected: BEAR CREEK TRIB, Facility Carried by Structure: SOUTH GORDON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 755039, Location: APP 3 MI SW OF ADEL (Lat: 31.110408, Lng: -83.431447), Route carried "on" structure: County highway 216, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: H 15, Features Intersected: MORRISON CREEK, Facility Carried by Structure: OLD QUITMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 755039, Location: APP 3 MI SW OF ADEL (Lat: 31.110408, Lng: -83.431447), Route carried "on" structure: County highway 216, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: H 15, Features Intersected: MORRISON CREEK, Facility Carried by Structure: OLD QUITMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 755044, Location: APP 4.5 MI SW OF ADEL (Lat: 31.078378, Lng: -83.466128), Route carried "on" structure: County highway 243, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 915 (year 2031), Design Load: H 15, Features Intersected: WELLS MILL CREEK TRIB, Facility Carried by Structure: OLD UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 755044, Location: APP 4.5 MI SW OF ADEL (Lat: 31.078378, Lng: -83.466128), Route carried "on" structure: County highway 243, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 915 (year 2031), Design Load: H 15, Features Intersected: WELLS MILL CREEK TRIB, Facility Carried by Structure: OLD UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 755049, Location: IN EAST ADEL (Lat: 31.136389, Lng: -83.415239), Route carried "on" structure: City street 690, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: E. SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 755049, Location: IN EAST ADEL (Lat: 31.136389, Lng: -83.415239), Route carried "on" structure: City street 690, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: E. SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 755051, Location: APP 1 MI SE OF SPARKS (Lat: 31.154889, Lng: -83.426939), Route carried "on" structure: County highway 267, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 770 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,155 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: KENT 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
Structure Number: 755051, Location: APP 1 MI SE OF SPARKS (Lat: 31.154889, Lng: -83.426939), Route carried "on" structure: County highway 267, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 770 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,155 (year 2032), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: KENT 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
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Structure Number: 755052, Location: 3 MI EAST OF ADEL (Lat: 31.165678, Lng: -83.358278), Route carried "on" structure: County highway 37, Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2031), Design Load: HS 20+Mod, Features Intersected: YOUNGS MILL CREEK, Facility Carried by Structure: HUTCHINSON PARRISH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 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: Fair, 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: October 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 755052, Location: 3 MI EAST OF ADEL (Lat: 31.165678, Lng: -83.358278), Route carried "on" structure: County highway 37, Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2031), Design Load: HS 20+Mod, Features Intersected: YOUNGS MILL CREEK, Facility Carried by Structure: HUTCHINSON PARRISH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 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: Fair, 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: October 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 755054, Location: WEST ADEL (Lat: 31.136025, Lng: -83.438917), Route carried "on" structure: State highway 37, Year Built: 2006, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,850 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 39)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,075,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,113,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 755054, Location: WEST ADEL (Lat: 31.136025, Lng: -83.438917), Route carried "on" structure: State highway 37, Year Built: 2006, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 7,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,850 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 39)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,075,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,113,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 75506, Location: IN NORTH WEST ADEL (Lat: 31.147758, Lng: -83.443289), Route carried "on" structure: City street 4211, Year Built: 2008, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,455 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: WEST MITCHELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,121,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,682,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 75506, Location: IN NORTH WEST ADEL (Lat: 31.147758, Lng: -83.443289), Route carried "on" structure: City street 4211, Year Built: 2008, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,455 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: WEST MITCHELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,121,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,682,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 755061, Location: N ADEL (Lat: 31.151061, Lng: -83.428031), Route carried "on" structure: US 41, Year Built: 2010, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,450 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 8,175 (year 2031), Design Load: HS 20+Mod, Features Intersected: GIDDENS MILL 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $51,000, Total Project Cost: $762,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 755061, Location: N ADEL (Lat: 31.151061, Lng: -83.428031), Route carried "on" structure: US 41, Year Built: 2010, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,450 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 8,175 (year 2031), Design Load: HS 20+Mod, Features Intersected: GIDDENS MILL 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $51,000, Total Project Cost: $762,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 755063, Location: APP 3.7 MI SE OF ADEL (Lat: 31.121758, Lng: -83.362250), Route carried "on" structure: County highway 84, Year Built: 2011, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 750 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,125 (year 2031), Design Load: H 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: COMMUNITY CH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $369,000
Structure Number: 755063, Location: APP 3.7 MI SE OF ADEL (Lat: 31.121758, Lng: -83.362250), Route carried "on" structure: County highway 84, Year Built: 2011, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 750 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,125 (year 2031), Design Load: H 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: COMMUNITY CH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $369,000
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Structure Number: 755065, Location: 5 MI SW OF ADEL (Lat: 31.072189, Lng: -83.459589), Route carried "on" structure: County highway 243, Year Built: 2021, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2031), Design Load: HS 25 or greater, Features Intersected: MORRISON CREEK, Facility Carried by Structure: OLD UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,208,000, Roadway Improvement Cost: $1,420,000, Total Project Cost: $21,312,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 755065, Location: 5 MI SW OF ADEL (Lat: 31.072189, Lng: -83.459589), Route carried "on" structure: County highway 243, Year Built: 2021, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2031), Design Load: HS 25 or greater, Features Intersected: MORRISON CREEK, Facility Carried by Structure: OLD UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,208,000, Roadway Improvement Cost: $1,420,000, Total Project Cost: $21,312,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750018, Location: SOUTH ADEL (Lat: 31.112689, Lng: -83.427828), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 40,100 (year 1999), Truck Traffic: 1%, Features Intersected: CR 216 ADEL-QUITMAN RD, Facility Carried by Structure: ADEL-QUITMAN RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 59.546, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 750018, Location: SOUTH ADEL (Lat: 31.112689, Lng: -83.427828), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 40,100 (year 1999), Truck Traffic: 1%, Features Intersected: CR 216 ADEL-QUITMAN RD, Facility Carried by Structure: ADEL-QUITMAN RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 59.546, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 750021, Location: SOUTH ADEL (Lat: 31.124858, Lng: -83.434139), Route carried "under" structure: State highway 76, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 1999), Truck Traffic: 1%, Features Intersected: I-75, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.87m (25.82ft), Kilometerpoint: 11.265, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 750021, Location: SOUTH ADEL (Lat: 31.124858, Lng: -83.434139), Route carried "under" structure: State highway 76, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 1999), Truck Traffic: 1%, Features Intersected: I-75, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.87m (25.82ft), Kilometerpoint: 11.265, Lanes on structure: 6, Length of Maximum Span: 0.0m
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Structure Number: 755054, Location: WEST ADEL (Lat: 31.136025, Lng: -83.438917), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 10,190 (year 2003), Truck Traffic: 5%, Features Intersected: SR 37, Facility Carried by Structure: SR 37
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 62.764, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 755054, Location: WEST ADEL (Lat: 31.136025, Lng: -83.438917), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 10,190 (year 2003), Truck Traffic: 5%, Features Intersected: SR 37, Facility Carried by Structure: SR 37
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 62.764, Lanes on structure: 6, Length of Maximum Span: 0.0m
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Structure Number: 75506, Location: IN NORTH WEST ADEL (Lat: 31.147758, Lng: -83.443289), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 41,500 (year 1999), Truck Traffic: 10%, Features Intersected: M-4211 WEST MITCHELL ST., Facility Carried by Structure: WEST MITCHELL ST.
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 64.374, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 75506, Location: IN NORTH WEST ADEL (Lat: 31.147758, Lng: -83.443289), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 41,500 (year 1999), Truck Traffic: 10%, Features Intersected: M-4211 WEST MITCHELL ST., Facility Carried by Structure: WEST MITCHELL ST.
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 64.374, Lanes on structure: 2, Length of Maximum Span: 0.0m