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

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Structure Number: 2195022,  Location: 5 MI E OF WATKINSVILLE (Lat: 33.848308,  Lng: -83.332789),  Route carried "on" structure: County highway 158,  Year Built: 1961,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: PORTERS CREEK,  Facility Carried by Structure: MCREE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 2195024,  Location: 7 MI E OF BISHOP (Lat: 33.811319,  Lng: -83.315819),  Route carried "on" structure: County highway 161,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILD CAT CREEK,  Facility Carried by Structure: OLIVER BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 2195027,  Location: 5 MI E OF WATKINSVILLE (Lat: 33.855619,  Lng: -83.326758),  Route carried "on" structure: County highway 262,  Year Built: 1980,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,695 (year 2032),  Design Load: HS 15,  Features Intersected: OCONEE RIVER,  Facility Carried by Structure: BARNETT SHOALS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2195028,  Location: 6.3 MI E OF WATKINSVILLE (Lat: 33.850369,  Lng: -83.299358),  Route carried "on" structure: County highway 262,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,680 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: BARNETT SHOALS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 2195035,  Location: 4.5 MI NW OF WATKINSVILLE (Lat: 33.923158,  Lng: -83.440139),  Route carried "on" structure: County highway 344,  Year Built: 1999,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 28,860 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,290 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: McNUTT CREEK,  Facility Carried by Structure: EPPS BRIDGE PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,630,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2195036,  Location: 3.6 MI NNE OF WATKINSVILL (Lat: 33.914919,  Lng: -83.405900),  Route carried "on" structure: Ramp US 29,  Year Built: 1999,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 42,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MCNUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $192,000

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Structure Number: 2195037,  Location: 3.3 MI N OF WATKINSVILLE (Lat: 33.911019,  Lng: -83.404558),  Route carried "on" structure: US 129,  Year Built: 1999,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 23,560 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,340 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BARBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,174,000,  Roadway Improvement Cost: $217,000,  Total Project Cost: $3,261,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2195038,  Location: 3.5 MI N OF WATKINSVILLE (Lat: 33.913628,  Lng: -83.404839),  Route carried "on" structure: US 129,  Year Built: 1999,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 6,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,780 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: McNUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Bridge Improvement Cost: $2,778,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $4,166,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2195046,  Location: 3.5 MI E OF EASTVILLE (Lat: 33.916586,  Lng: -83.459675),  Route carried "on" structure: County highway 929,  Year Built: 2011,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 16,600 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,700 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 10 LOOP,  Facility Carried by Structure: OCONEE CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: August 2021,  Bridge Improvement Cost: $1,776,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $2,664,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2195047,  Location: 3 MI NE OF EASTVILLE (Lat: 33.902108,  Lng: -83.463308),  Route carried "on" structure: County highway 1267,  Year Built: 2015,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 7,590 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,385 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: BARBER CREEK,  Facility Carried by Structure: MARS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 53.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $11,544,000,  Roadway Improvement Cost: $1,154,000,  Total Project Cost: $17,316,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2195048,  Location: 3.5 MI NW OF WATKINSVILLE (Lat: 33.889728,  Lng: -83.457208),  Route carried "on" structure: County highway 1267,  Year Built: 2017,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,550 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,825 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BARBER CREEK TRIB,  Facility Carried by Structure: MARS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,294,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,441,000 ( Estimate for 2017)

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Structure Number: 2210001,  Location: 1.4 MI W OF ARNOLDSVILLE (Lat: 33.898778,  Lng: -83.240658),  Route carried "on" structure: US 78,  Year Built: 1920,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,630 (year 2011),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,945 (year 2031),  Design Load: H 15,  Features Intersected: MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Inspection Date: November 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2210015,  Location: 5.1 MI SW OF ARNOLDSVILLE (Lat: 33.847239,  Lng: -83.273119),  Route carried "on" structure: County highway 1086,  Year Built: 1959,  Status: Posted for load,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,140 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,710 (year 2031),  Design Load: H 15,  Features Intersected: BIG CREEK,  Facility Carried by Structure: GODFREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 10.55m (34.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $791,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2210016,  Location: 5.3 MI SW OF CRAWFORD (Lat: 33.833408,  Lng: -83.230697),  Route carried "on" structure: County highway 1086,  Year Built: 1993,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 60 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 90 (year 2031),  Features Intersected: BARROW CREEK,  Facility Carried by Structure: HUTCHINS-WOLFSKIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $404,000

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Structure Number: 2215001,  Location: 5.5 MI N OF ARNOLDSVILLE (Lat: 33.985878,  Lng: -83.238839),  Route carried "on" structure: County highway 50,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,210 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,315 (year 2031),  Design Load: H 15,  Features Intersected: SULPHUR SPRING BR TRIB,  Facility Carried by Structure: SMITHSONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000

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Structure Number: 2215002,  Location: 6.4 MI N OF ARNOLDSVILLE (Lat: 33.996689,  Lng: -83.236919),  Route carried "on" structure: County highway 51,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 40 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SULFUR SPRING BRANCH,  Facility Carried by Structure: MELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 2215003,  Location: 6.9 MI NW OF ARNOLDSVILLE (Lat: 33.999078,  Lng: -83.258458),  Route carried "on" structure: County highway 52,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 170 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 255 (year 2031),  Design Load: H 15,  Features Intersected: SULFUR SPRING BRANCH,  Facility Carried by Structure: LEM EDWARDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2215021,  Location: 5 MI SW OF ARNOLDSVILLE (Lat: 33.847758,  Lng: -83.271419),  Route carried "on" structure: County highway 81,  Year Built: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 70 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 105 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MOSS CREEK,  Facility Carried by Structure: DOUBLE BRIDGES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: November 2020,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 2215027,  Location: 6.5 MI SW OF ARNOLDSVILLE (Lat: 33.822358,  Lng: -83.271969),  Route carried "on" structure: County highway 80,  Year Built: 1997,  Status: Posted for load,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 20 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2031),  Design Load: H 15,  Features Intersected: BIG CREEK,  Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $503,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 590003,  Location: 3 MI W OF ATHENS (Lat: 33.964189,  Lng: -83.427978),  Route carried "under" structure: County highway 323,  Structure Length: 0. m,  Average Daily Traffic: 11,520 (year 2010),  Truck Traffic: 5%,  Features Intersected: S R 10 LOOP,  Facility Carried by Structure: SR 10 LOOP (CBL)
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590004,  Location: 3 MI W OF ATHENS (Lat: 33.964328,  Lng: -83.428128),  Route carried "under" structure: County highway 323,  Structure Length: 0. m,  Average Daily Traffic: 11,520 (year 2010),  Truck Traffic: 8%,  Features Intersected: SR 10 LOOP,  Facility Carried by Structure: SR 10 LOOP (CCBL)
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590007,  Location: 1.5 MI NW OF ATHENS SQ (Lat: 33.973858,  Lng: -83.392958),  Route carried "under" structure: City street 300,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2010),  Truck Traffic: 2%,  Features Intersected: US 129, SR 10 LOOP,  Facility Carried by Structure: US 129, SR 10 L (C
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590008,  Location: 1.5 MI NW OF ATHENS SQ (Lat: 33.974058,  Lng: -83.393000),  Route carried "under" structure: City street 300,  Structure Length: 0. m,  Average Daily Traffic: 11,440 (year 2006),  Truck Traffic: 1%,  Features Intersected: US 129, SR 10L,  Facility Carried by Structure: US 129, SR 10L (CC
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590009,  Location: 1.5 MI N OF ATHENS SQ (Lat: 33.974858,  Lng: -83.389069),  Route carried "under" structure: City street 328,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 5%,  Features Intersected: US 129, SR 10L,  Facility Carried by Structure: US 129, SR 10L (CB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 59001,  Location: 1.5 MI N OF ATHENS SQ (Lat: 33.975078,  Lng: -83.389208),  Route carried "under" structure: City street 328,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 2%,  Features Intersected: US129, SR 10L,  Facility Carried by Structure: US 129, SR 10L (CC
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590015,  Location: 1.5 MI N OF ATHENS SQ (Lat: 33.977778,  Lng: -83.378328),  Route carried "under" structure: US 441,  Structure Length: 0. m,  Average Daily Traffic: 17,100 (year 2009),  Truck Traffic: 1%,  Features Intersected: US 129, SR 10L,  Facility Carried by Structure: US 129, SR 10L (CB
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590016,  Location: 1.5 MI N OF ATHENS SQ (Lat: 33.978008,  Lng: -83.378247),  Route carried "under" structure: US 441,  Structure Length: 0. m,  Average Daily Traffic: 17,100 (year 2009),  Truck Traffic: 1%,  Features Intersected: US 129, SR 10L,  Facility Carried by Structure: US 129, SR 10L (CC
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590017,  Location: 1.8 MI NE OF ATHENS SQ (Lat: 33.977908,  Lng: -83.352569),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 2010),  Truck Traffic: 10%,  Features Intersected: US 129, SR 10L, SR15
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590018,  Location: 1.8 MI NE OF ATHENS SQ (Lat: 33.978078,  Lng: -83.352369),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 2010),  Truck Traffic: 10%,  Features Intersected: US 129, SR 10L, SR15
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 59002,  Location: 0.5 MI E OF GA SQ MALL BP (Lat: 33.939597,  Lng: -83.462108),  Route carried "under" structure: Ramp State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 50,800 (year 2010),  Truck Traffic: 12%,  Features Intersected: SR 10 EBL (US 78 BUS),  Facility Carried by Structure: US 78 BUS (EBL)
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 11.265,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 590021,  Location: 0.5 MI E OF GA SQ MALL BP (Lat: 33.939719,  Lng: -83.461858),  Route carried "under" structure: Ramp State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 31,100 (year 2004),  Truck Traffic: 1%,  Features Intersected: SR 10 WBL (US 78 BUS),  Facility Carried by Structure: US 78 BUS (WBL)
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590029,  Location: 2.5 MI W OF ATHENS SQ (Lat: 33.971878,  Lng: -83.412119),  Route carried "under" structure: Ramp State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2010),  Truck Traffic: 15%,  Features Intersected: SR 15 ALT NBL (US 129),  Facility Carried by Structure: SR 15ALT-US129
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 6.437,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 590035,  Location: 4.5 MI E OF BOGART (Lat: 33.946478,  Lng: -83.449700),  Route carried "under" structure: Ramp State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 35,600 (year 2010),  Truck Traffic: 15%,  Features Intersected: CR 32 MITCHELL BR RD,  Facility Carried by Structure: MITCHELL BRIDGE RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590038,  Location: 1.5 MI S OF ATHENS SQ (Lat: 33.933358,  Lng: -83.367108),  Route carried "under" structure: City street 304,  Structure Length: 0. m,  Average Daily Traffic: 19,650 (year 2009),  Truck Traffic: 1%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8,SR10L,US29 (CC
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590039,  Location: 1.5 MI S OF ATHENS SQ (Lat: 33.933439,  Lng: -83.367328),  Route carried "under" structure: City street 304,  Structure Length: 0. m,  Average Daily Traffic: 30,400 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8,SR10L,US29 (CB
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590042,  Location: 1.3 MI S OF ATHENS SQ (Lat: 33.946728,  Lng: -83.355919),  Route carried "under" structure: Business US 78,  Structure Length: 0. m,  Average Daily Traffic: 38,300 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8,SR10L,US29 (CC
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 16.093,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 590043,  Location: 1.3 MI S OF ATHENS SQ (Lat: 33.946800,  Lng: -83.356208),  Route carried "under" structure: Business US 78,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8,SR10L,US29 (CB
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590051,  Location: 1.5 MI NE OF ATHENS SQ (Lat: 33.978439,  Lng: -83.363558),  Route carried "under" structure: Ramp US 129,  Structure Length: 0. m,  Average Daily Traffic: 40,100 (year 2010),  Truck Traffic: 12%,  Features Intersected: CR 600 NBL,  Facility Carried by Structure: NORTH AVENUE (NBL)
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590052,  Location: 1.5 MI NE OF ATHENS SQ (Lat: 33.978458,  Lng: -83.363778),  Route carried "under" structure: Ramp US 129,  Structure Length: 0. m,  Average Daily Traffic: 42,700 (year 2010),  Truck Traffic: 12%,  Features Intersected: CR 600 SBL,  Facility Carried by Structure: NORTH AVENUE (SBL)
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590053,  Location: 1.8 MI NE OF ATHENS SQ (Lat: 33.975889,  Lng: -83.354428),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2010),  Truck Traffic: 1%,  Features Intersected: M-343 HULL ROAD,  Facility Carried by Structure: OLD HULL ROAD
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590053,  Location: 1.8 MI NE OF ATHENS SQ (Lat: 33.975889,  Lng: -83.354428),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 19,200 (year 2006),  Truck Traffic: 1%,  Features Intersected: M-343 HULL ROAD,  Facility Carried by Structure: OLD HULL ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590059,  Location: 1.4 MI W OF ATHENS SQ (Lat: 33.955800,  Lng: -83.349939),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2010),  Truck Traffic: 12%,  Features Intersected: M-320 NELLIE B. AVE.,  Facility Carried by Structure: NELLIE B. AVE.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590074,  Location: 0.26 MI N OF ATHENS SQ (Lat: 33.964300,  Lng: -83.373569),  Route carried "under" structure: City street 312,  Structure Length: 0. m,  Average Daily Traffic: 13,470 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-312 NORTH AVENUE,  Facility Carried by Structure: NOR-SOU RAILROAD
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 3.219,  Length of Maximum Span: 0.0m

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Structure Number: 590075,  Location: HIGH RR BR AT N AVE (Lat: 33.966547,  Lng: -83.371378),  Route carried "under" structure: City street 321,  Structure Length: 0. m,  Average Daily Traffic: 1,770 (year 2010),  Truck Traffic: 8%,  Features Intersected: M-321 MLK PRKWAY,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 13.51m (44.32ft),  Kilometerpoint: 3.219,  Length of Maximum Span: 0.0m

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Structure Number: 590076,  Location: 1 MI N SANFORD STADUM (Lat: 33.953139,  Lng: -83.371078),  Route carried "under" structure: City street 314,  Structure Length: 0. m,  Average Daily Traffic: 8,540 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-314 BALDWIN STREET,  Facility Carried by Structure: NOR-SOU RAILROAD
Minimum Vertical Clearance: 4.06m (13.32ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 590079,  Location: IN MIDDLE ATHENS (Lat: 33.953258,  Lng: -83.371497),  Route carried "under" structure: County highway 312,  Structure Length: 0. m,  Average Daily Traffic: 7,640 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-312 S THOMAS STREET,  Facility Carried by Structure: PED OVERPASS UGA
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 590081,  Location: 3.5 MI S OF ATHENS (Lat: 33.915989,  Lng: -83.393728),  Route carried "under" structure: County highway 1423,  Structure Length: 0. m,  Average Daily Traffic: 23,300 (year 2010),  Truck Traffic: 2%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8, SR10L,US29 (C
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590082,  Location: 3.5 MI S OF ATHENS SQ (Lat: 33.915819,  Lng: -83.393939),  Route carried "under" structure: County highway 1423,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8, SR10L,US29 (C
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590083,  Location: 3 MI S OF ATHENS SQ (Lat: 33.921028,  Lng: -83.378150),  Route carried "under" structure: US 129,  Structure Length: 0. m,  Average Daily Traffic: 17,600 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8, SR10L,US29 (C
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 590084,  Location: 3 MI S OF ATHENS SQ (Lat: 33.921239,  Lng: -83.378178),  Route carried "under" structure: US 129,  Structure Length: 0. m,  Average Daily Traffic: 25,400 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8, SR10L,US29 (C
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 595018,  Location: 1 MI N OF ATHENS SQ (Lat: 33.967158,  Lng: -83.385319),  Route carried "under" structure: City street 248,  Structure Length: 0. m,  Average Daily Traffic: 1,560 (year 2011),  Truck Traffic: 1%,  Features Intersected: CS 248,  Facility Carried by Structure: NOR-SOU RAILROAD
Minimum Vertical Clearance: 2.64m (8.66ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 595019,  Location: 0.5 MI N OF ATHENS SQ (Lat: 33.967478,  Lng: -83.378847),  Route carried "under" structure: City street 337,  Structure Length: 0. m,  Average Daily Traffic: 5,020 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-337 COLLEGE AVE,  Facility Carried by Structure: NOR-SOU RAILROAD
Minimum Vertical Clearance: 3.93m (12.89ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 595021,  Location: 0.5 MI N OF ATHENS SQ (Lat: 33.966019,  Lng: -83.378258),  Route carried "under" structure: City street 337,  Structure Length: 0. m,  Average Daily Traffic: 5,020 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-337 COLLEGE AVE,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.04m (9.97ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 595024,  Location: BEHIND SANFORD STADIUM (Lat: 33.948458,  Lng: -83.371792),  Route carried "under" structure: City street 320,  Structure Length: 0. m,  Average Daily Traffic: 1,560 (year 2011),  Truck Traffic: 1%,  Features Intersected: CS 320 RIVER ROAD,  Facility Carried by Structure: NOR-SOU RAILROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 595031,  Location: 8 MI SW OF WINTERVILLE (Lat: 33.916389,  Lng: -83.405189),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2010),  Truck Traffic: 15%,  Features Intersected: SR00015
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 595032,  Location: 6 MI E OF BOGART (Lat: 33.945250,  Lng: -83.432939),  Route carried "under" structure: US 78,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2010),  Truck Traffic: 12%,  Features Intersected: CR 473,  Facility Carried by Structure: EPPS BRIDGE PARKWA
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 595033,  Location: 6.2 MI E OF WINTERVILLE (Lat: 33.973039,  Lng: -83.387850),  Route carried "under" structure: County highway 328,  Structure Length: 0. m,  Average Daily Traffic: 5,910 (year 2011),  Truck Traffic: 1%,  Features Intersected: BARBER STREET,  Facility Carried by Structure: POULTRY OVERPASS
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 595034,  Location: 7 MI E OF WINTERVILLE (Lat: 33.961611,  Lng: -83.399119),  Route carried "under" structure: County highway 976,  Structure Length: 0. m,  Average Daily Traffic: 1,560 (year 2011),  Truck Traffic: 1%,  Features Intersected: TALMADGE ROAD,  Facility Carried by Structure: HOSPITAL OVERPASS
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 595039,  Location: 2.5 MI E OF ATHENS SQ (Lat: 33.963947,  Lng: -83.353097),  Route carried "under" structure: County highway 141,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8,SR10L,US29 (CB
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 59504,  Location: 2.5 MI E OF ATHENS SQ (Lat: 33.964050,  Lng: -83.352831),  Route carried "under" structure: County highway 141,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: SR8, SR10L, US29,  Facility Carried by Structure: SR8,SR10L,US29 (CC
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 2190019,  Location: 4 MI E OF BOGART (Lat: 33.923039,  Lng: -83.463639),  Route carried "under" structure: State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2011),  Truck Traffic: 4%,  Features Intersected: M-335 JENNINGS MILL ROAD,  Facility Carried by Structure: JENNINGS MILL ROAD
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 219002,  Location: 3.5 MI E OF EASTVILLE (Lat: 33.912728,  Lng: -83.451119),  Route carried "under" structure: State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2010),  Truck Traffic: 1%,  Features Intersected: CR 344, EPPS BRIDGE ROAD,  Facility Carried by Structure: EPPS BRIDGE ROAD/
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 2190023,  Location: 7.5 MI NW OF WATKINSVILLE (Lat: 33.924758,  Lng: -83.512239),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR 10 (US 78),  Facility Carried by Structure: SR 10, US 78 (EBL)
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2190024,  Location: 7.5 MI NW OF WATKINSVILLE (Lat: 33.924847,  Lng: -83.512539),  Route carried "under" structure: US 29,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR 10 (US 78),  Facility Carried by Structure: SR 10, US 78 (WBL)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2195046,  Location: 3.5 MI E OF EASTVILLE (Lat: 33.916586,  Lng: -83.459675),  Route carried "under" structure: Bypass State highway 1143,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2010),  Truck Traffic: 3%,  Features Intersected: CR 929 OCONEE CONNECTOR,  Facility Carried by Structure: OCONEE CONNECTOR
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Length of Maximum Span: 0.0m