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

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Structure Number: 1210045,  Location: IN EAST POINT (Lat: 33.694667,  Lng: -84.440317),  Route carried "on" structure: US 29,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 17,810 (year 2006),  Average Future Daily Traffic: 26,715 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-9064 NORMAN BERRY RD,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.237,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210046,  Location: IN NORTH EAST POINT (Lat: 33.697783,  Lng: -84.429383),  Route carried "on" structure: US 29,  Year Built: 1983,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 16,970 (year 2006),  Average Future Daily Traffic: 25,455 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 166
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.425,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210096,  Location: IN NW EAST POINT (Lat: 33.697883,  Lng: -84.465167),  Route carried "on" structure: State highway 154,  Year Built: 1964,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 42,100 (year 2006),  Average Future Daily Traffic: 63,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SOUTH UTOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.922,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: April 2007

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Structure Number: 1210097,  Location: IN NORTH EAST POINT (Lat: 33.699517,  Lng: -84.457767),  Route carried "on" structure: State highway 154,  Year Built: 1965,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 42,100 (year 2006),  Average Future Daily Traffic: 63,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-9071 DELOWE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.012,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $567,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210098,  Location: IN NORTH EAST POINT (Lat: 33.699533,  Lng: -84.457750),  Route carried "on" structure: State highway 154,  Year Built: 1965,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 42,100 (year 2006),  Average Future Daily Traffic: 63,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-9071 DELOWE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.014,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $566,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $786,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210099,  Location: IN NORTH EAST POINT (Lat: 33.698333,  Lng: -84.448333),  Route carried "on" structure: State highway 154,  Year Built: 1965,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 33,670 (year 2006),  Average Future Daily Traffic: 50,505 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-9072 STANTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.098,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.85m (38.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $740,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12101,  Location: IN NORTH EAST POINT (Lat: 33.698500,  Lng: -84.448667),  Route carried "on" structure: State highway 154,  Year Built: 1965,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 33,670 (year 2006),  Average Future Daily Traffic: 50,505 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-9072 STANTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.099,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.79m (38.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $607,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $838,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210101,  Location: IN EAST POINT (Lat: 33.698200,  Lng: -84.436833),  Route carried "on" structure: State highway 166,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 57,620 (year 2006),  Average Future Daily Traffic: 86,430 (year 2026),  Design Load: HS 20,  Features Intersected: M-9081 SYLVAN ROAD,  Facility Carried by Structure: LAKEWOOD F'WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.254,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210223,  Location: IN EAST POINT (Lat: 33.663667,  Lng: -84.497450),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 137,440 (year 2006),  Average Future Daily Traffic: 206,160 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.429,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210313,  Location: IN SW ATLANTA (Lat: 33.694417,  Lng: -84.503333),  Route carried "on" structure: City street 3018,  Year Built: 1965,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 1,990 (year 2006),  Average Future Daily Traffic: 2,985 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 154,  Facility Carried by Structure: MAXWELL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210315,  Location: IN EAST POINT (Lat: 33.660767,  Lng: -84.497183),  Route carried "on" structure: City street 3089,  Year Built: 1966,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 1,990 (year 2006),  Average Future Daily Traffic: 2,985 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: REDWINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.175,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210318,  Location: IN SW ATLANTA (Lat: 33.697400,  Lng: -84.482283),  Route carried "on" structure: City street 9000,  Year Built: 1965,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 1,040 (year 2006),  Average Future Daily Traffic: 1,560 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 154 LAKEWOOD F'WAY,  Facility Carried by Structure: DODSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.852,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210353,  Location: IN COLLAGE PARK (Lat: 33.660433,  Lng: -84.428233),  Route carried "on" structure: City street 9064,  Year Built: 1963,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 6,800 (year 2006),  Average Future Daily Traffic: 10,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: NORMAN BERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210358,  Location: IN NORTH EAST POINT (Lat: 33.715000,  Lng: -84.447483),  Route carried "on" structure: City street 9072,  Year Built: 1964,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,920 (year 2006),  Average Future Daily Traffic: 4,380 (year 2026),  Design Load: H 15,  Features Intersected: SOUTH UTOY CREEK,  Facility Carried by Structure: STANTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.325,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  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: October 2006

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Structure Number: 1210366,  Location: IN EAST POINT (Lat: 33.652667,  Lng: -84.491950),  Route carried "on" structure: City street 9082,  Year Built: 1967,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 8,100 (year 2006),  Average Future Daily Traffic: 12,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: WASHINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.144,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210367,  Location: IN EAST POINT (Lat: 33.653833,  Lng: -84.489400),  Route carried "on" structure: City street 9082,  Year Built: 1987,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 8,100 (year 2006),  Average Future Daily Traffic: 12,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FUR CREEK,  Facility Carried by Structure: WASHINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  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,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: October 2006

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Structure Number: 1210368,  Location: IN EAST POINT (Lat: 33.671000,  Lng: -84.488600),  Route carried "on" structure: City street 9082,  Year Built: 1987,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 8,100 (year 2006),  Average Future Daily Traffic: 12,150 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: WASHINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.341,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210373,  Location: IN HAPEVILLE (Lat: 33.665700,  Lng: -84.435167),  Route carried "on" structure: City street 9081,  Year Built: 1963,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 5,350 (year 2006),  Average Future Daily Traffic: 8,025 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: SYLVAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121038,  Location: IN COLLAGE PARK (Lat: 33.658667,  Lng: -84.431067),  Route carried "on" structure: City street 9095,  Year Built: 1963,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 19,730 (year 2006),  Average Future Daily Traffic: 29,595 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: VIRGINIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.146,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210466,  Location: IN EAST POINT (Lat: 33.656767,  Lng: -84.496983),  Route carried "on" structure: City street 9329,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 39,950 (year 2006),  Average Future Daily Traffic: 59,925 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: CAMP CREEK P'WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.489,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210596,  Location: IN COLLAGE PARK (Lat: 33.653750,  Lng: -84.437067),  Route carried "on" structure: Interstate 85,  Year Built: 1979,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 162,710 (year 2006),  Average Future Daily Traffic: 244,065 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.750,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007

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Structure Number: 1210621,  Location: IN EAST POINT CITY LIMITS (Lat: 33.689750,  Lng: -84.437233),  Route carried "on" structure: City street 9117,  Year Built: 1985,  Status: Open,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 2,870 (year 2006),  Average Future Daily Traffic: 4,305 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 14-M-9116-MARTA-CSX R,  Facility Carried by Structure: HAROLD SHEAT PKY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.183,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1215183,  Location: EAST POINT CITY LIMITS (Lat: 33.675417,  Lng: -84.440167),  Route carried "on" structure: City street 9082,  Year Built: 1986,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 21,650 (year 2006),  Average Future Daily Traffic: 32,475 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MARTA,  Facility Carried by Structure: IRENE KIDD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.888,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1215184,  Location: IN EAST POINT CITY LIMITS (Lat: 33.675850,  Lng: -84.439133),  Route carried "on" structure: City street 9082,  Year Built: 1986,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 21,650 (year 2006),  Average Future Daily Traffic: 32,475 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: IRENE KIDD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 1215185,  Location: IN EAST POINT CITY LIMITS (Lat: 33.675450,  Lng: -84.439950),  Route carried "on" structure: City street 9082,  Year Built: 1986,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 21,650 (year 2006),  Average Future Daily Traffic: 32,475 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL OF GA RR,  Facility Carried by Structure: IRENE KIDD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.913,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1215264,  Location: IN COLLAGE PARK (Lat: 33.661167,  Lng: -84.429717),  Route carried "on" structure: City street 6397,  Year Built: 1991,  Status: Open,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 1,990 (year 2006),  Average Future Daily Traffic: 2,985 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: BOBBY BROWN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1215268,  Location: IN WEST COLLEGE PARK (Lat: 33.677000,  Lng: -84.493500),  Route carried "on" structure: City street 6351,  Year Built: 1996,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 1,990 (year 2006),  Average Future Daily Traffic: 2,985 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: DESERT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210045,  Location: IN EAST POINT (Lat: 33.694667,  Lng: -84.440317),  Route carried "under" structure: City street 9064,  Year Built: 1962,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 6,850 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 14 (US 29) MAIN ST.,  Facility Carried by Structure: NORMAN BERRY ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.474,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 1210046,  Location: IN NORTH EAST POINT (Lat: 33.697783,  Lng: -84.429383),  Route carried "under" structure: State highway 166,  Year Built: 1983,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 61,200 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 14 (US 29)
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 2.149,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1210097,  Location: IN NORTH EAST POINT (Lat: 33.699517,  Lng: -84.457767),  Route carried "under" structure: City street 9071,  Year Built: 1965,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 12,200 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 154 NBL,  Facility Carried by Structure: DELOWE DRIVE
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.305,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1210098,  Location: IN NORTH EAST POINT (Lat: 33.699533,  Lng: -84.457750),  Route carried "under" structure: City street 9071,  Year Built: 1965,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 12,200 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 154 SBL,  Facility Carried by Structure: DELOWE DRIVE
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.307,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1210099,  Location: IN NORTH EAST POINT (Lat: 33.698333,  Lng: -84.448333),  Route carried "under" structure: City street 9072,  Year Built: 1965,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 11,140 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 154 NBL,  Facility Carried by Structure: STANTON ROAD
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 0.244,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 12101,  Location: IN NORTH EAST POINT (Lat: 33.698500,  Lng: -84.448667),  Route carried "under" structure: City street 9072,  Year Built: 1965,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 11,140 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 154 SBL,  Facility Carried by Structure: STANTON ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.246,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1210101,  Location: IN NE EAST POINT (Lat: 33.698200,  Lng: -84.436833),  Route carried "under" structure: City street 9081,  Year Built: 1963,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 13,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 166 LAKEWOOD FREEWAY,  Facility Carried by Structure: SYLVAN ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.458,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1210313,  Location: 1.9 MI E OF I-285 (Lat: 33.694417,  Lng: -84.503333),  Route carried "under" structure: State highway 154,  Year Built: 1965,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 45,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: CS 3018 MAXWELL DRIVE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 3.766,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 1210315,  Location: 2.6 MI N OF US 29 (Lat: 33.660767,  Lng: -84.497183),  Route carried "under" structure: Interstate 285,  Year Built: 1966,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 127,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: CS 3089 REDWINE ROAD
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.516,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1210318,  Location: 2.3 MI E OF I-285 (Lat: 33.697400,  Lng: -84.482283),  Route carried "under" structure: State highway 154,  Year Built: 1965,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 45,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9000 DODSON DRIVE,  Facility Carried by Structure: LAKEWOOD F'WAY
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 3.843,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 1210353,  Location: 1.1 MI N OF CLAYTON CL (Lat: 33.660433,  Lng: -84.428233),  Route carried "under" structure: Interstate 85,  Year Built: 1963,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 113,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9064 NORMAN BERRY DR.
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 11.869,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1210366,  Location: 1 MI N OF US 29 (Lat: 33.652667,  Lng: -84.491950),  Route carried "under" structure: Interstate 285,  Year Built: 1967,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 128,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9082 WASHINGTON ROAD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.251,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 1210373,  Location: 1.6 MI S OF SR 3 (Lat: 33.665700,  Lng: -84.435167),  Route carried "under" structure: Interstate 85,  Year Built: 1963,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 132,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9081 SYLVAN ROAD
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 1.197,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 121038,  Location: 1.8 MI N OF SR 139 (Lat: 33.658667,  Lng: -84.431067),  Route carried "under" structure: Interstate 85,  Year Built: 1963,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 113,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9095 VIRGINIA AVE.
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 11.832,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1210466,  Location: 2.4 MI N OF US 29 (Lat: 33.656767,  Lng: -84.496983),  Route carried "under" structure: Interstate 285,  Year Built: 1966,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 127,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9329 CAMP CREEK PKY
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.479,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1210504,  Location: IN EAST POINT (Lat: 33.698533,  Lng: -84.430850),  Route carried "under" structure: State highway 154,  Year Built: 1965,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 44,320 (year 2006),  Features Intersected: SR 154 LAKEWOOD F'WAY,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.427,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 1210505,  Location: IN NORTH EAST POINT (Lat: 33.698367,  Lng: -84.428517),  Route carried "under" structure: State highway 154,  Year Built: 1963,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 57,620 (year 2006),  Features Intersected: SR 154 LAKEWOOD F'WAY,  Facility Carried by Structure: SOUTHERN RAILROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.294,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 1210506,  Location: IN NE EAST POINT (Lat: 33.696700,  Lng: -84.435000),  Route carried "under" structure: State highway 166,  Year Built: 1963,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 57,990 (year 2006),  Features Intersected: SR 166 LAKEWOOD F'WAY,  Facility Carried by Structure: PED. OVERPASS
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 2.299,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 1210541,  Location: 3.3 MI S OF JCT I-20 (Lat: 33.698350,  Lng: -84.430367),  Route carried "under" structure: State highway 154,  Year Built: 1966,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 57,620 (year 2006),  Features Intersected: SR 154 LAKEWOOD F'WAY,  Facility Carried by Structure: MARTA
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 4.291,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 1210598,  Location: INSIDE EAST POINT C.L. (Lat: 33.693500,  Lng: -84.440033),  Route carried "under" structure: City street 9064,  Year Built: 1961,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 5,330 (year 2006),  Features Intersected: M-9064 NORMAN BERRY RD,  Facility Carried by Structure: SOUTHERN RR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.477,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 1210621,  Location: IN EAST POINT CITY LIMITS (Lat: 33.689750,  Lng: -84.437233),  Route carried "under" structure: State highway 14,  Year Built: 1985,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 17,456 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9117 HAROLD SHEATS PKY,  Facility Carried by Structure: N. MAIN STREET
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 3.248,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1210621,  Location: IN EAST POINT CITY LIMITS (Lat: 33.689750,  Lng: -84.437233),  Route carried "under" structure: City street 9116,  Year Built: 1985,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 10,460 (year 1995),  Truck Traffic: 1%,  Features Intersected: M-9117 HAROLD SHEATS PKY,  Facility Carried by Structure: MILLEDGE STREET
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.165,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1210673,  Location: JUST E OF FORT McPHERSON (Lat: 33.705000,  Lng: -84.429050),  Route carried "under" structure: US 29,  Year Built: 1985,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 15,680 (year 2006),  Features Intersected: SR 14 (US 29),  Facility Carried by Structure: PED. BRIDGE
Minimum Vertical Clearance: 8.83m (28.97ft),  Kilometerpoint: 3.449,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1215264,  Location: 1 MI N OF CLAYTON CL (Lat: 33.661167,  Lng: -84.429717),  Route carried "under" structure: Interstate 85,  Year Built: 1991,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 113,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: CS 6397 BOBBY BROWN PKY
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 11.853,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)