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



New bridges - Historical Statistics

  • 11910-1919
  • 31920-1929
  • 171930-1939
  • 131940-1949
  • 141950-1959
  • 631960-1969
  • 311970-1979
  • 111980-1989
  • 151990-1999
  • 22000-2009
  • 42010-2015

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 01960-1969
  • 21970-1979
  • 71980-1989
  • 81990-1999
  • 52000-2009

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: 210003,  Location: SOUTH EDGE OF MACON C.L. (Lat: 32.765739,  Lng: -83.660908),  Route carried "on" structure: US 41,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 34,880 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 52,320 (year 2032),  Design Load: H 20,  Features Intersected: TOBESOFKEE CREEK O/F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.076,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 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,  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 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $597,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $895,000 ( Estimate for 2013),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210007,  Location: SOUTH EDGE OF MACON C.L. (Lat: 32.788800,  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 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 58,125 (year 2031),  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: 14.9m (48.9ft),  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: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: 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 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,253,000 ( Estimate for 2013),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21001,  Location: 3 MI N OF MACON. (Lat: 32.877222,  Lng: -83.609428),  Route carried "on" structure: US 129,  Year Built: 1972,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 23,010 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,515 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.474,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.8 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $2,005,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,007,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210013,  Location: EAST EDGE OF MACON (Lat: 32.846300,  Lng: -83.595500),  Route carried "on" structure: US 23,  Year Built: 1944,  Status: Open,  Structure Length: 8.77m (28.77ft),  Average Daily Traffic: 14,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,180 (year 2031),  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: 7.3m (24.0ft),  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: March 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,688,000 ( Estimate for 2013),  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: 32.846181,  Lng: -83.595619),  Route carried "on" structure: US 23,  Year Built: 1944,  Status: Open,  Structure Length: 8.77m (28.77ft),  Average Daily Traffic: 14,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,180 (year 2031),  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: 7.3m (24.0ft),  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: March 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,688,000 ( Estimate for 2013),  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: 32.838803,  Lng: -83.620231),  Route carried "on" structure: US 80,  Year Built: 1974,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 17,660 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,490 (year 2032),  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: 20.7m (67.9ft),  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: 17.1m (56.1ft),  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 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $2,548,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $3,822,000 ( Estimate for 2013),  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: -83.646000),  Route carried "on" structure: US 41,  Year Built: 1968,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 14,780 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,170 (year 2032),  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: 9.4m (30.8ft),  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: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $1,044,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,566,000 ( Estimate for 2013),  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: 11,610 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,415 (year 2032),  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: 12.2m (40.0ft),  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: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  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: April 14,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,507,000 ( Estimate for 2013),  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: 32.899900,  Lng: -83.737500),  Route carried "on" structure: US 41,  Year Built: 1934,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,290 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,935 (year 2031),  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: 7.6m (24.9ft),  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: Good,  Superstructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000 ( Estimate for 2013),  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: 32.812000,  Lng: -83.721769),  Route carried "on" structure: US 80,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,110 (year 2031),  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: 23.2m (76.1ft),  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 14,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $224,000 ( Estimate for 2013)
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Structure Number: 210025,  Location: 1 MI W SR 247 SW MACON (Lat: 32.815058,  Lng: -83.680858),  Route carried "on" structure: US 80,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,960 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,940 (year 2031),  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: 20.7m (67.9ft),  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 14,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $270,000 ( Estimate for 2013)
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Structure Number: 210026,  Location: IN SE MACON (Lat: 32.814119,  Lng: -83.655839),  Route carried "on" structure: US 80,  Year Built: 1970,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 14,040 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,060 (year 2032),  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: 31.1m (102.0ft),  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: 27.1m (88.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  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: April 14,  Bridge Improvement Cost: $1,600,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,400,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210028,  Location: IN EAST MACON (Lat: 32.841853,  Lng: -83.624528),  Route carried "on" structure: State highway 22,  Year Built: 1964,  Status: Open,  Structure Length: 37.27m (122.28ft),  Average Daily Traffic: 8,840 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,260 (year 2032),  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: 21.3m (69.9ft),  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: 17.1m (56.1ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: June 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $7,385,000,  Roadway Improvement Cost: $738,000,  Total Project Cost: $11,077,000 ( Estimate for 2013),  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: -83.758378),  Route carried "on" structure: County highway 2785,  Year Built: 1937,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 4,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,930 (year 2032),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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: June 14,  Bridge Improvement Cost: $695,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,043,000 ( Estimate for 2013),  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: -83.729108),  Route carried "on" structure: City street 3206,  Year Built: 1965,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 7,300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,950 (year 2032),  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: 7.3m (24.0ft),  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: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: June 14,  Bridge Improvement Cost: $1,039,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,559,000 ( Estimate for 2013),  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: 32.729925,  Lng: -83.655317),  Route carried "on" structure: US 41,  Year Built: 1963,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 15,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,725 (year 2032),  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: 9.4m (30.8ft),  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: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $848,000 ( Estimate for 2013),  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: 32.746558,  Lng: -83.655550),  Route carried "on" structure: US 41,  Year Built: 1937,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 25,600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,400 (year 2031),  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: 33.2m (108.9ft),  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: 33.1m (108.6ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $1,376,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,064,000 ( Estimate for 2013),  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: 32.756708,  Lng: -83.661889),  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),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,495 (year 2031),  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: 12.2m (40.0ft),  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: 16.1m (52.8ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $622,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $932,000 ( Estimate for 2013),  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: 32.860383,  Lng: -83.596914),  Route carried "on" structure: State highway 49,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 21,810 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,715 (year 2032),  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: 19.5m (64.0ft),  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: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: 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: June 14,  Bridge Improvement Cost: $1,918,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,877,000 ( Estimate for 2013),  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: 32.846250,  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: 6,540 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,810 (year 2031),  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: 21.6m (70.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 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 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $224,000 ( Estimate for 2013)
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Structure Number: 210041,  Location: 2 MI W JCT SR 41 W MACON (Lat: 32.820500,  Lng: -83.692669),  Route carried "on" structure: State highway 74,  Year Built: 1980,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 34,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,405 (year 2031),  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: 19.5m (64.0ft),  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: 23.8m (78.1ft)

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: April 14,  Bridge Improvement Cost: $1,236,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,854,000 ( Estimate for 2013),  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: 32.832750,  Lng: -83.675600),  Route carried "on" structure: City street 3207,  Year Built: 1970,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 5,660 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,490 (year 2032),  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: 9.4m (30.8ft),  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: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: 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: June 14,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,342,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210044,  Location: 5.6 MI E OF MACON (Lat: 32.789056,  Lng: -83.591467),  Route carried "on" structure: US 23,  Year Built: 1930,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,040 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,560 (year 2031),  Design Load: H 15,  Features Intersected: STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.460,  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),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 41.20m (135.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000 ( Estimate for 2013)
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Structure Number: 210048,  Location: IN NORTH CENTRAL MACON (Lat: 32.868400,  Lng: -83.641708),  Route carried "on" structure: US 23,  Year Built: 1968,  Status: Open,  Structure Length: 11.94m (39.17ft),  Average Daily Traffic: 15,650 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,475 (year 2032),  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: 14.6m (47.9ft),  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: Serious,  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 14,  Bridge Improvement Cost: $2,367,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $3,551,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210054,  Location: .3 MI S OF MACON CTY LMTS (Lat: 32.781839,  Lng: -83.677689),  Route carried "on" structure: County highway 91,  Year Built: 1970,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 1,768 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,652 (year 2031),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $1,043,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,565,000 ( Estimate for 2013),  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: -83.683000),  Route carried "on" structure: US 41,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 17,170 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,755 (year 2031),  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: 18.3m (60.0ft),  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 14,  Bridge Improvement Cost: $455,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $682,000 ( Estimate for 2013)
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Structure Number: 21006,  Location: SW MACON @ JCT SR 19 (Lat: 32.841950,  Lng: -83.662408),  Route carried "on" structure: US 41,  Year Built: 1976,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 18,100 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,150 (year 2031),  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: 13.4m (44.0ft),  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: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $543,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $815,000 ( Estimate for 2013),  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: -83.661419),  Route carried "on" structure: State highway 247,  Year Built: 1943,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,300 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,950 (year 2031),  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: 7.6m (24.9ft),  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 14,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000 ( Estimate for 2013)
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Structure Number: 210079,  Location: SOUTH EDGE OF MACON C.L. (Lat: 32.799800,  Lng: -83.672806),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 32,430 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 48,645 (year 2032),  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: 35.4m (116.1ft),  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: June 14,  Underwater Inspection Date: October 12,  Bridge Improvement Cost: $1,634,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,451,000 ( Estimate for 2013),  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: 32.788489,  Lng: -83.682900),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 36,510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,765 (year 2032),  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: 30.5m (100.1ft),  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: 35.2m (115.5ft),  Out-to-Out Width: 36.6m (120.1ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $1,993,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $2,990,000 ( Estimate for 2013),  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: 32.790800,  Lng: -83.670100),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 38,650 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 57,975 (year 2031),  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: 23.2m (76.1ft),  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: 40.0m (131.2ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $1,736,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,604,000 ( Estimate for 2013),  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: 56,630 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 84,945 (year 2031),  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: 32.3m (106.0ft),  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: Satisfactory,  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: March 14,  Bridge Improvement Cost: $1,176,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,765,000 ( Estimate for 2013),  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: 32.808589,  Lng: -83.656689),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 56,630 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 84,945 (year 2031),  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: 30.5m (100.1ft),  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: March 14,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $649,000 ( Estimate for 2013)
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Structure Number: 210088,  Location: IN SE MACON (Lat: 32.820019,  Lng: -83.655903),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.02m (16.47ft),  Average Daily Traffic: 68,530 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 102,795 (year 2031),  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: 32.3m (106.0ft),  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: 33.9m (111.2ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $1,348,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,022,000 ( Estimate for 2013),  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: 32.836581,  Lng: -83.649525),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 77,750 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 116,625 (year 2031),  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: 30.5m (100.1ft),  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $1,293,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,939,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210092,  Location: IN NORTH CENTRAL MACON (Lat: 32.837589,  Lng: -83.648578),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 77,750 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 116,625 (year 2031),  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: 31.7m (104.0ft),  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: April 14,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $429,000 ( Estimate for 2013)
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Structure Number: 210093,  Location: IN EAST CENTRAL MACON (Lat: 32.848067,  Lng: -83.642292),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 76,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 114,000 (year 2031),  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: 39.6m (129.9ft),  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: March 14,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $479,000 ( Estimate for 2013)
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Structure Number: 210094,  Location: IN NORTH CENTRAL MACON (Lat: 32.872400,  Lng: -83.641478),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 73,980 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,970 (year 2031),  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: 37.8m (124.0ft),  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,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 14,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $481,000 ( Estimate for 2013)
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Structure Number: 210095,  Location: IN NORTH CENTRAL MACON (Lat: 32.856608,  Lng: -83.640058),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 76,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 114,000 (year 2031),  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: 11.6m (38.1ft),  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: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.97m (52.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $1,219,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,829,000 ( Estimate for 2013),  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: 32.857458,  Lng: -83.641500),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 76,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 114,000 (year 2031),  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: 11.6m (38.1ft),  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: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.95m (45.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $961,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,442,000 ( Estimate for 2013),  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: 32.863208,  Lng: -83.659250),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 17.19m (56.40ft),  Average Daily Traffic: 68,860 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 103,290 (year 2032),  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: 11.6m (38.1ft),  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: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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,  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: June 14,  Critical Feature Inspection Date: Febuary 15,  Bridge Improvement Cost: $2,204,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,305,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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