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Bridge Statistics for Adel, Georgia (GA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 12
Total length: 52 meters (171ft)
Total costs: $854,000
Total average daily traffic: 129,270
Total average daily truck traffic: 1,834
National Bridge Inventory (NBI) Registered Bridges for Adel

New bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 6
  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 750001,  Location: NORTH ADEL (Lat: 31.160167,  Lng: -83.427950),  Route carried "on" structure: US 41,  Year Built: 1938,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 8,100 (year 2005),  Average Future Daily Traffic: 12,150 (year 2025),  Design Load: H 15,  Features Intersected: GIDDENS MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.433,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $219,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 750005,  Location: IN EAST ADEL (Lat: 31.138883,  Lng: -83.425000),  Route carried "on" structure: State highway 37,  Year Built: 1970,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 6,390 (year 2005),  Average Future Daily Traffic: 9,585 (year 2025),  Design Load: HS 15,  Features Intersected: BEAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.2m (36.7ft),  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: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750006,  Location: IN EAST ADEL (Lat: 31.139383,  Lng: -83.413100),  Route carried "on" structure: State highway 37,  Year Built: 1933,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,460 (year 2005),  Average Future Daily Traffic: 8,190 (year 2025),  Design Load: H 15,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  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: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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 2006
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Structure Number: 750018,  Location: SOUTH ADEL (Lat: 31.112500,  Lng: -83.428083),  Route carried "on" structure: County highway 216,  Year Built: 1960,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 680 (year 2005),  Average Future Daily Traffic: 1,020 (year 2025),  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: 0.579,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  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: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750036,  Location: IN NW ADEL (Lat: 31.147550,  Lng: -83.443583),  Route carried "on" structure: City street 4211,  Year Built: 1960,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,090 (year 2005),  Average Future Daily Traffic: 1,635 (year 2025),  Design Load: H 15,  Features Intersected: I-75,  Facility Carried by Structure: WEST MITCHELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.144,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 46.08m (151.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $635,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750037,  Location: IN NE ADEL (Lat: 31.148550,  Lng: -83.420767),  Route carried "on" structure: City street 4211,  Year Built: 1962,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 3,120 (year 2005),  Average Future Daily Traffic: 4,680 (year 2025),  Design Load: H 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: EAST MITCHELL ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.368,  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: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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 2006
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Structure Number: 755038,  Location: SOUTH SECTION OF ADEL (Lat: 31.125383,  Lng: -83.416500),  Route carried "on" structure: City street 214,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,560 (year 2005),  Average Future Daily Traffic: 2,340 (year 2025),  Design Load: H 15,  Features Intersected: BEAR CREEK TRIB.,  Facility Carried by Structure: SOUTH GORDON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.059,  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: Fair,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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 2006
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Structure Number: 755049,  Location: IN EAST ADEL (Lat: 31.136367,  Lng: -83.415400),  Route carried "on" structure: City street 690,  Year Built: 1980,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 890 (year 2005),  Average Future Daily Traffic: 1,335 (year 2025),  Design Load: HS 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: E. SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.046,  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: 6.0m (19.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 755054,  Location: WEST ADEL (Lat: 31.160167,  Lng: -83.439233),  Route carried "on" structure: State highway 37,  Year Built: 2006,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 10,190 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,285 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 39)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.047,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 750018,  Location: SOUTH ADEL (Lat: 31.112500,  Lng: -83.428083),  Route carried "under" structure: Interstate 75,  Year Built: 1960,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 40,100 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 216 ADEL-QUITMAN RD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 6.025,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 750036,  Location: IN NW ADEL (Lat: 31.147550,  Lng: -83.443583),  Route carried "under" structure: Interstate 75,  Year Built: 1960,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 41,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-4211 WEST MITCHELL ST.
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 6.444,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 755054,  Location: WEST ADEL (Lat: 31.160167,  Lng: -83.439233),  Route carried "under" structure: Interstate 75,  Year Built: 2006,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 10,190 (year 2003),  Truck Traffic: 5%,  Features Intersected: SR 37
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 6.307,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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