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

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Structure Number: 890009,  Location: 6.2 MI E OF DECATUR (Lat: 33.781739,  Lng: -84.237547),  Route carried "on" structure: State highway 10,  Year Built: 1932,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 40,540 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,810 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: MEMORIAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $374,000

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Structure Number: 890085,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.815758,  Lng: -84.251739),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 183,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 275,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 STONE MT FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.155,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: May 2020,  Bridge Improvement Cost: $1,868,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,803,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890086,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.816419,  Lng: -84.250697),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 183,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 275,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 STONE MT FREEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: June 2020,  Bridge Improvement Cost: $1,840,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,760,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890087,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.813508,  Lng: -84.251497),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 183,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 275,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 RAMP TO I-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,458,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890088,  Location: .7 MI W OF CLARKSTON (Lat: 33.808428,  Lng: -84.250889),  Route carried "on" structure: Interstate 285,  Year Built: 1970,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 183,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 275,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: S FORK PEACHTREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 30 degrees,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $839,000

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Structure Number: 890089,  Location: 2.7 MI S OF CLARKSTON (Lat: 33.786969,  Lng: -84.246333),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 181,310 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 271,965 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-9011 N. DECATUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.374,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 44.2m (145.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,761,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $2,642,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 89009,  Location: .8 MI SW OF CLARKSTON (Lat: 33.786081,  Lng: -84.246236),  Route carried "on" structure: Interstate 285,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 181,310 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 271,965 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.374,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  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: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $433,000

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Structure Number: 890107,  Location: 1.7 MI W CLARSKTON (Lat: 33.809039,  Lng: -84.269489),  Route carried "on" structure: US 78,  Year Built: 1968,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 71,220 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 106,830 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-9218 VALLEY BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,055,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890108,  Location: 2.1 MI W OF CLARKSTON (Lat: 33.809447,  Lng: -84.270419),  Route carried "on" structure: US 78,  Year Built: 1968,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 71,220 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 106,830 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-9218 VALLEY BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $766,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,149,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890109,  Location: 1.1 MI W OF CLARKSTON (Lat: 33.810489,  Lng: -84.264028),  Route carried "on" structure: US 78,  Year Built: 1968,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 74,660 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 111,990 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: STONE MTN. FWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $693,000

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Structure Number: 89011,  Location: 1.4 MI W OF CLARKSTON (Lat: 33.812053,  Lng: -84.258917),  Route carried "on" structure: US 78,  Year Built: 1968,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 74,660 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 111,990 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: STONE MTN. FWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 10 degrees,  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: 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $680,000

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Structure Number: 890117,  Location: 0.8 MI SW OF CLARKSTON (Lat: 33.802753,  Lng: -84.250058),  Route carried "on" structure: County highway 839,  Year Built: 1966,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,412,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890118,  Location: 2.8 MI S OF CLARKSTON (Lat: 33.783119,  Lng: -84.245508),  Route carried "on" structure: County highway 848,  Year Built: 1966,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: ROCKBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,063,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,594,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890138,  Location: 0.8 MI SW OF CLARKSTON (Lat: 33.803217,  Lng: -84.250117),  Route carried "on" structure: City street 9012,  Year Built: 1966,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 11,190 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,785 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: E. PONCE DE LEON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Lanes under structure: 8,  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,473,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $2,210,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890174,  Location: 1.6 MI W OF CLARKSTON (Lat: 33.808244,  Lng: -84.268722),  Route carried "on" structure: City street 9218,  Year Built: 1968,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,990 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,985 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: VALLEY BROOK ROAD
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: 18.3m (60.0ft),  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: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $408,000

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Structure Number: 890182,  Location: 1.2 MI W OF CLARKSTON (Lat: 33.811469,  Lng: -84.260639),  Route carried "on" structure: City street 9227,  Year Built: 1968,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 3,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,725 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 STONE MTN FREEWAY,  Facility Carried by Structure: MCLENDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,086,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,629,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890183,  Location: 1.2 MI W OF CLARKSTON (Lat: 33.812742,  Lng: -84.260644),  Route carried "on" structure: City street 9227,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,725 (year 2031),  Design Load: H 15,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: MCCLENDON 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: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 895028,  Location: 2 MI S OF CLARKSTON (Lat: 33.778928,  Lng: -84.237258),  Route carried "on" structure: County highway 801,  Year Built: 1957,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: KINGWOODS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000

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Structure Number: 895029,  Location: 1.1 MI W OF CLARKSTON (Lat: 33.808339,  Lng: -84.268197),  Route carried "on" structure: County highway 948,  Year Built: 1964,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: CEDAR CREEK DRIVE
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: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $305,000

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Structure Number: 895061,  Location: .75 MI W OF CLARKSTON (Lat: 33.808569,  Lng: -84.252797),  Route carried "on" structure: County highway 2167,  Year Built: 1956,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: CREEKDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 43.89m (144.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $475,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895068,  Location: 1.5 MI SW OF CLARKSTON (Lat: 33.804328,  Lng: -84.276169),  Route carried "on" structure: County highway 3078,  Year Built: 1967,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 15,  Features Intersected: S FORK PEACHTREE CREEK,  Facility Carried by Structure: RT. FRONTAGE 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: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895121,  Location: 2 MI E OF AVONDALE EST. (Lat: 33.782428,  Lng: -84.240458),  Route carried "on" structure: County highway 848,  Year Built: 1936,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: ROCKBRIDGE 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: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: 895162,  Location: 5 MI E OF DECATUR (Lat: 33.778183,  Lng: -84.241281),  Route carried "on" structure: State highway 10,  Year Built: 2008,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 40,540 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,810 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: MEMORIAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 48.3m (158.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,774,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $7,161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 895163,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.815669,  Lng: -84.252058),  Route carried "on" structure: Ramp Interstate 407,  Year Built: 2002,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 18,010 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,015 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: US 78/ SR 410,  Facility Carried by Structure: RAMP FOR I-285 CBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,074,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,612,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890085,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.815758,  Lng: -84.251739),  Route carried "under" structure: US 78,  Structure Length: 0. m,  Average Daily Traffic: 112,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 CBL (SR 407),  Facility Carried by Structure: I-285 CBL
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 890086,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.816419,  Lng: -84.250697),  Route carried "under" structure: US 78,  Structure Length: 0. m,  Average Daily Traffic: 112,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 CCBL (SR 407),  Facility Carried by Structure: I-285 CCBL
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 890087,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.813508,  Lng: -84.251497),  Route carried "under" structure: Ramp US 78,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2009),  Truck Traffic: 1%,  Features Intersected: I-285 CBL (SR 407),  Facility Carried by Structure: I-285 CBL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 11.265,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 890089,  Location: 2.7 MI S OF CLARKSTON (Lat: 33.786969,  Lng: -84.246333),  Route carried "under" structure: City street 9011,  Structure Length: 0. m,  Average Daily Traffic: 23,436 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 9.656,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 890107,  Location: 1.7 MI W CLARSKTON (Lat: 33.809039,  Lng: -84.269489),  Route carried "under" structure: City street 9218,  Structure Length: 0. m,  Average Daily Traffic: 27,022 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 410 (US 78 EBL),  Facility Carried by Structure: US 78 EBL
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890108,  Location: 2.1 MI W OF CLARKSTON (Lat: 33.809447,  Lng: -84.270419),  Route carried "under" structure: City street 9218,  Structure Length: 0. m,  Average Daily Traffic: 34,630 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 410 (US 78 WBL),  Facility Carried by Structure: US 78 WBL
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890117,  Location: 0.8 MI SW OF CLARKSTON (Lat: 33.802753,  Lng: -84.250058),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 178,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 839 CHURCH STREET,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 62.764,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890118,  Location: 2.8 MI S OF CLARKSTON (Lat: 33.783119,  Lng: -84.245508),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 178,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 848 ROCKBRIDGE ROAD,  Facility Carried by Structure: ROCKBRIDGE ROAD
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 65.983,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890138,  Location: 0.8 MI SW OF CLARKSTON (Lat: 33.803217,  Lng: -84.250117),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 181,100 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9012 E. PONCE DE LEON,  Facility Carried by Structure: E. PONCE DE LEON
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 62.764,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 890182,  Location: 1.2 MI W OF CLARKSTON (Lat: 33.811469,  Lng: -84.260639),  Route carried "under" structure: US 78,  Structure Length: 0. m,  Average Daily Traffic: 91,100 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9227 MCLENDON ROAD,  Facility Carried by Structure: MCLENDON ROAD
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890232,  Location: 0.8 MI SW OF CLARKSTON (Lat: 33.802986,  Lng: -84.250103),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 183,890 (year 2011),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 62.764,  Length of Maximum Span: 0.0m

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Structure Number: 890242,  Location: 2.2 MI NE OF DECATUR (Lat: 33.793594,  Lng: -84.263675),  Route carried "under" structure: City street 9011,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-9011 DECATUR ROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 8.047,  Length of Maximum Span: 0.0m

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Structure Number: 895132,  Location: 0.5 MI N OF AVONDALE EST. (Lat: 33.779508,  Lng: -84.268083),  Route carried "under" structure: City street 898,  Structure Length: 0. m,  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Features Intersected: CR 898 LAREDO DRIVE,  Facility Carried by Structure: MARTA
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 895162,  Location: 5 MI E OF DECATUR (Lat: 33.778183,  Lng: -84.241281),  Route carried "under" structure: Interstate 407,  Structure Length: 0. m,  Average Daily Traffic: 175,900 (year 1999),  Features Intersected: SR 10 MEMORIAL,  Facility Carried by Structure: MEMORIAL DRIVE
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 65.983,  Lanes on structure: 10,  Length of Maximum Span: 0.0m

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Structure Number: 895163,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.815669,  Lng: -84.252058),  Route carried "under" structure: US 410,  Structure Length: 0. m,  Average Daily Traffic: 112,900 (year 1999),  Features Intersected: US 78/ SR 410,  Facility Carried by Structure: RAMP FOR I-285 CBL
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 895174,  Location: 0.8 MI SW OF CLARKSTON (Lat: 33.802867,  Lng: -84.250081),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 183,890 (year 2011),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: PED/BIKE PATH
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 63.199,  Length of Maximum Span: 0.0m