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

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Parts: 1, 2, 3, 4


National Bridge Inventory (NBI) Statistics
Number of bridges: 174
Total length: 1,306 meters (4,285ft)
Total costs: $12,830,000
Total average daily traffic: 4,663,852
Total average daily truck traffic: 214,874
National Bridge Inventory (NBI) Registered Bridges for Macon
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New bridges - Historical Statistics

  • 1910-1919: 1
  • 1920-1929: 4
  • 1930-1939: 16
  • 1940-1949: 13
  • 1950-1959: 13
  • 1960-1969: 70
  • 1970-1979: 30
  • 1980-1989: 11
  • 1990-1999: 15
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 2
  • 1980-1989: 7
  • 1990-1999: 8
  • 2000-2009: 5

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 210007,  Location: SOUTH EDGE OF MACON C.L. (Lat: 32.788783,  Lng: -83.659850),  Route carried "on" structure: US 41,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 38,750 (year 2007),  Average Future Daily Traffic: 58,125 (year 2030),  Design Load: H 20,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 10,  Underwater Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210008,  Location: SOUTH EDGE OF MACON C.L. (Lat: 32.789283,  Lng: -83.660053),  Route carried "on" structure: US 41,  Year Built: 1924,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 38,880 (year 2010),  Average Future Daily Traffic: 58,320 (year 2030),  Design Load: H 15,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.111,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.0m,  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: April 10,  Underwater Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210013,  Location: EAST EDGE OF MACON (Lat: 32.846303,  Lng: -83.595494),  Route carried "on" structure: US 23,  Year Built: 1944,  Status: Open,  Structure Length: 8.77m (28.77ft),  Average Daily Traffic: 14,620 (year 2007),  Average Future Daily Traffic: 21,930 (year 2030),  Design Load: H 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.137,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 10,  Underwater Inspection Date: November 2007,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $414,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210014,  Location: EAST EDGE OF MACON (Lat: 32.846186,  Lng: -83.595569),  Route carried "on" structure: US 23,  Year Built: 1944,  Status: Open,  Structure Length: 8.77m (28.77ft),  Average Daily Traffic: 14,620 (year 2007),  Average Future Daily Traffic: 21,930 (year 2030),  Design Load: H 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.139,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 10,  Underwater Inspection Date: November 2007,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $496,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210015,  Location: IN EAST MACON (Lat: 32.838744,  Lng: -83.620336),  Route carried "on" structure: US 80,  Year Built: 1974,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 20,120 (year 2007),  Average Future Daily Traffic: 30,180 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: OCMULGEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.504,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 10,  Underwater Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210016,  Location: IN EAST CENTRAL MACON (Lat: 32.840928,  Lng: -83.645994),  Route carried "on" structure: US 41,  Year Built: 1968,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 14,810 (year 2007),  Average Future Daily Traffic: 22,215 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 164)@164.12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.710,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210017,  Location: IN EAST CENTRAL MACON (Lat: 32.839819,  Lng: -83.646958),  Route carried "on" structure: US 41,  Year Built: 1968,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 13,260 (year 2007),  Average Future Daily Traffic: 19,890 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 164) @164.02
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.711,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210018,  Location: 1 MI W OF MACON C LMTS (Lat: 32.899950,  Lng: -83.737533),  Route carried "on" structure: US 41,  Year Built: 1934,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,990 (year 2007),  Average Future Daily Traffic: 7,485 (year 2030),  Design Load: H 15,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.617,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210022,  Location: WEST MACON (Lat: 32.811994,  Lng: -83.721775),  Route carried "on" structure: US 80,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,670 (year 2007),  Average Future Daily Traffic: 31,005 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: TOBESOFKEE CRK. TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.415,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  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: March 10
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Structure Number: 210025,  Location: 1 MI W SR 247 SW MACON (Lat: 32.815061,  Lng: -83.680861),  Route carried "on" structure: US 80,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 24,650 (year 2007),  Average Future Daily Traffic: 36,975 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.826,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: March 10
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Structure Number: 210026,  Location: IN SE MACON (Lat: 32.814169,  Lng: -83.655883),  Route carried "on" structure: US 80,  Year Built: 1970,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 26,980 (year 2007),  Average Future Daily Traffic: 40,470 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 162) @162.06
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.045,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210027,  Location: .2 MI E OF I-75 SW MACON (Lat: 32.813983,  Lng: -83.709836),  Route carried "on" structure: US 80,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,070 (year 2007),  Average Future Daily Traffic: 22,605 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.072,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.1m (144.7ft),  Skew: 20 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: Satisfactory,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: March 10
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Structure Number: 210028,  Location: IN EAST MACON (Lat: 32.841842,  Lng: -83.624586),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Status: Open,  Structure Length: 37.27m (122.28ft),  Average Daily Traffic: 3,990 (year 2007),  Average Future Daily Traffic: 5,985 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 11- 404 @1.08E & RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.551,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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,  Underclear: Somewhat better than minimum adequacy,  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: July 10,  Underwater Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210029,  Location: 2 MI SW OF MACON CTY LMTS (Lat: 32.809319,  Lng: -83.758383),  Route carried "on" structure: County highway 2785,  Year Built: 1937,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 5,140 (year 2010),  Average Future Daily Traffic: 7,710 (year 2030),  Design Load: H 15,  Features Intersected: TOBESOFKEE CREEK,  Facility Carried by Structure: COLUMBUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.492,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.85m (38.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $314,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21003,  Location: IN SW MACON (Lat: 32.829700,  Lng: -83.729103),  Route carried "on" structure: City street 3206,  Year Built: 1965,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 8,680 (year 2007),  Average Future Daily Traffic: 13,020 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-475 (SR 408) @ 4.03N,  Facility Carried by Structure: COLUMBUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.159,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  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: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.56m (47.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $487,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210031,  Location: 2.5 MI S OF MACON CTY LMT (Lat: 32.729900,  Lng: -83.655328),  Route carried "on" structure: US 41,  Year Built: 1963,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 6,790 (year 2007),  Average Future Daily Traffic: 10,185 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 247 (US 129)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.627,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210032,  Location: 1.4 MI S OF MACON CTY LMT (Lat: 32.746561,  Lng: -83.655544),  Route carried "on" structure: US 41,  Year Built: 1937,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 28,330 (year 2007),  Average Future Daily Traffic: 42,495 (year 2030),  Design Load: H 15,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.851,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210034,  Location: .5 MI S OF MACON (Lat: 32.756703,  Lng: -83.661886),  Route carried "on" structure: US 41,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 28,330 (year 2007),  Average Future Daily Traffic: 42,495 (year 2030),  Design Load: HS 20,  Features Intersected: M-3257 HOUSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.989,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210035,  Location: 1.5 MI E SR 11 (NE MACON) (Lat: 32.860336,  Lng: -83.596942),  Route carried "on" structure: State highway 49,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 24,060 (year 2007),  Average Future Daily Traffic: 36,090 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.455,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210036,  Location: 1 MI N OF SR 19 NE MACON (Lat: 32.846253,  Lng: -83.538378),  Route carried "on" structure: State highway 57,  Year Built: 1933,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,830 (year 2007),  Average Future Daily Traffic: 8,745 (year 2030),  Design Load: H 15,  Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 10,  Underwater Inspection Date: November 2007
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Structure Number: 210041,  Location: 2 MI W JCT SR 41 W MACON (Lat: 32.820519,  Lng: -83.692536),  Route carried "on" structure: State highway 74,  Year Built: 1980,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 35,400 (year 2007),  Average Future Daily Traffic: 53,100 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.784,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210042,  Location: IN EAST MACON (Lat: 32.832753,  Lng: -83.675583),  Route carried "on" structure: City street 3207,  Year Built: 1970,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 6,680 (year 2007),  Average Future Daily Traffic: 10,020 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 @ 163.48N,  Facility Carried by Structure: MONTPELIER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210048,  Location: IN NORTH CENTRAL MACON (Lat: 32.868417,  Lng: -83.641711),  Route carried "on" structure: US 23,  Year Built: 1968,  Status: Open,  Structure Length: 11.94m (39.17ft),  Average Daily Traffic: 15,840 (year 2007),  Average Future Daily Traffic: 23,760 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 @ MILEPOST 164.92N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.695,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210049,  Location: NW MACON PARALLEL TO I-75 (Lat: 32.879286,  Lng: -83.675633),  Route carried "on" structure: US 23,  Year Built: 1941,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,770 (year 2007),  Average Future Daily Traffic: 35,655 (year 2030),  Design Load: H 15,  Features Intersected: SAVAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.170,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 210054,  Location: .3 MI S OF MACON CTY LMTS (Lat: 32.781836,  Lng: -83.677686),  Route carried "on" structure: County highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 320 (year 2007),  Average Future Daily Traffic: 480 (year 2030),  Design Load: HS 15,  Features Intersected: I-75 @ MILEPOST 159.40N,  Facility Carried by Structure: JENIFER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210059,  Location: .3 MI N JCT I75 SW MACON (Lat: 32.793119,  Lng: -83.683033),  Route carried "on" structure: US 41,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 18,540 (year 2007),  Average Future Daily Traffic: 27,810 (year 2030),  Design Load: H 15,  Features Intersected: ROCKY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.605,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 21006,  Location: SW MACON @ JCT SR 19 (Lat: 32.841944,  Lng: -83.662411),  Route carried "on" structure: US 41,  Year Built: 1976,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 21,320 (year 2007),  Average Future Daily Traffic: 31,980 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.175,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210061,  Location: .75 M S JCT SR87 NW MACON (Lat: 32.864378,  Lng: -83.661417),  Route carried "on" structure: State highway 247,  Year Built: 1943,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,510 (year 2007),  Average Future Daily Traffic: 12,765 (year 2030),  Design Load: H 15,  Features Intersected: BOWMAN BRANCH,  Facility Carried by Structure: US 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 210079,  Location: SOUTH EDGE OF MACON C.L. (Lat: 32.800417,  Lng: -83.672903),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 33,530 (year 2007),  Average Future Daily Traffic: 50,295 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.703,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 43.7m (143.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 10,  Underwater Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210081,  Location: IN SOUTH MACON (Lat: 32.788492,  Lng: -83.682867),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 51,860 (year 2007),  Average Future Daily Traffic: 77,790 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 247 (US 41)(EXIT 160)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.756,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210083,  Location: IN SOUTH MACON (Lat: 32.790803,  Lng: -83.670083),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 60,290 (year 2007),  Average Future Daily Traffic: 90,435 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: M-3201 ROCKY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.792,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210085,  Location: IN SOUTH MACON (Lat: 32.802950,  Lng: -83.658869),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 60,290 (year 2007),  Average Future Daily Traffic: 90,435 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: M-3244 NEWBURG AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.948,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210087,  Location: IN SE MACON (Lat: 32.803567,  Lng: -83.658683),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 60,290 (year 2007),  Average Future Daily Traffic: 90,435 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.969,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10
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Structure Number: 210088,  Location: IN SE MACON (Lat: 32.819967,  Lng: -83.655997),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 70,550 (year 2007),  Average Future Daily Traffic: 105,825 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: M-3208 ANTHONY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.143,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21009,  Location: IN EAST MACON (Lat: 32.836561,  Lng: -83.649658),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 78,500 (year 2007),  Average Future Daily Traffic: 117,750 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CS 367 OGLETHORPE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.355,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210092,  Location: IN NORTH CENTRAL MACON (Lat: 32.837586,  Lng: -83.648575),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 78,500 (year 2007),  Average Future Daily Traffic: 117,750 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.366,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 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: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10
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Structure Number: 210093,  Location: IN EAST CENTRAL MACON (Lat: 32.848050,  Lng: -83.642389),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 74,330 (year 2007),  Average Future Daily Traffic: 111,495 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: OCMULGEE RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.476,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 24 degrees,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 10
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Structure Number: 210094,  Location: IN NORTH CENTRAL MACON (Lat: 32.853047,  Lng: -83.641383),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 74,330 (year 2007),  Average Future Daily Traffic: 111,495 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: OCMULGEE RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.537,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.2m (125.3ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10
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Structure Number: 210095,  Location: IN NORTH CENTRAL MACON (Lat: 32.856606,  Lng: -83.640058),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 74,330 (year 2007),  Average Future Daily Traffic: 111,495 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 CONN.- NOR SOU RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.545,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.97m (52.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $437,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210096,  Location: IN NORTH CENTRAL MACON (Lat: 32.857456,  Lng: -83.641500),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 74,330 (year 2007),  Average Future Daily Traffic: 111,495 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.546,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.95m (45.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $376,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210097,  Location: IN NORTH CENTRAL MACON (Lat: 32.863292,  Lng: -83.660283),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 17.19m (56.40ft),  Average Daily Traffic: 67,260 (year 2007),  Average Future Daily Traffic: 100,890 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.643,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.3m (79.7ft),  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: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 23.62m (77.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 10,  Critical Feature Inspection Date: July 11,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $628,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210098,  Location: IN NORTH CENTRAL MACON (Lat: 32.862886,  Lng: -83.656217),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 13.10m (42.98ft),  Average Daily Traffic: 67,260 (year 2007),  Average Future Daily Traffic: 100,890 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.645,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.3m (79.7ft),  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: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 19.53m (64.07ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 10,  Critical Feature Inspection Date: July 11,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,077,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210099,  Location: IN NORTH CENTRAL MACON (Lat: 32.871775,  Lng: -83.660311),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 67,260 (year 2007),  Average Future Daily Traffic: 100,890 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: UTILITY SEWER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.780,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2101,  Location: IN NORTH CENTRAL MACON (Lat: 32.871903,  Lng: -83.660717),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 67,260 (year 2007),  Average Future Daily Traffic: 100,890 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: UTILITY SEWER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.781,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210101,  Location: IN NORTH MACON (Lat: 32.874064,  Lng: -83.662225),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 58,710 (year 2007),  Average Future Daily Traffic: 88,065 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75R TO SR247 PIERCE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.810,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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