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

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Structure Number: 890006,  Location: 3.5 MI NE OF CLARKSTON (Lat: 33.853608,  Lng: -84.209819),  Route carried "on" structure: US 29,  Year Built: 1955,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 19,670 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,505 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: LAWRENCEVILLE HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $851,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,277,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 890048,  Location: 3.6 MI N OF CLARKSTON (Lat: 33.846425,  Lng: -84.247192),  Route carried "on" structure: State highway 236,  Year Built: 1968,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 22,780 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,170 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: LAVISTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.2 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: 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: August 2020,  Bridge Improvement Cost: $1,732,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,598,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890079,  Location: 3.3 MI S OF CHAMBLEE (Lat: 33.878614,  Lng: -84.249728),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 198,060 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 297,090 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-9276 HENDERSON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.718,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 45.9m (150.6ft),  Out-to-Out Width: 52.6m (172.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,989,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $2,984,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 89008,  Location: 4.1 MI SE OF CHAMBLEE (Lat: 33.872111,  Lng: -84.249728),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 198,060 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 297,090 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-9279 EVANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.718,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,617,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $2,426,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890081,  Location: 3.2 MI SE OF CHAMBLEE (Lat: 33.870389,  Lng: -84.249750),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 198,060 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 297,090 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HENDERSON MILL CREEK TRB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.718,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $742,000

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Structure Number: 890082,  Location: 3.7 MI SE OF CHAMBLEE (Lat: 33.861125,  Lng: -84.247853),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 198,060 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 297,090 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-9281 MIDVALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.327,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 40.1m (131.6ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: July 2020,  Bridge Improvement Cost: $1,452,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $2,179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890083,  Location: 2.1 MI N OF CLARKSTON (Lat: 33.838886,  Lng: -84.248236),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 194,070 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 291,105 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RR- BURNT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.546,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 32 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: 44.3m (145.3ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: August 2020,  Bridge Improvement Cost: $3,228,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $4,842,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890084,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.818117,  Lng: -84.251061),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 187,550 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 281,325 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 RMP TO I-285 CBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.155,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.3m (109.3ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $888,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,332,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890111,  Location: 1.2 MI N OF CLARKSTON (Lat: 33.825097,  Lng: -84.233419),  Route carried "on" structure: US 78,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 100,620 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 150,930 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 859 BROCKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 39.5m (129.6ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: $1,274,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,912,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890131,  Location: 3.7 MI NW OF STONE MTN (Lat: 33.855758,  Lng: -84.200108),  Route carried "on" structure: County highway 5164,  Year Built: 1977,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 23,340 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,010 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: MOUNTAIN IND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,204,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,306,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890132,  Location: 2.6 MI NW OF STONE MTN (Lat: 33.835000,  Lng: -84.200228),  Route carried "on" structure: County highway 5184,  Year Built: 1967,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 22,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,840 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 STONE MTN FREEWAY,  Facility Carried by Structure: MOUNTAIN IND. BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $2,181,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $3,272,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890144,  Location: 2 MI NW OF STONE MTN (Lat: 33.825406,  Lng: -84.195836),  Route carried "on" structure: County highway 5191,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Posted for load,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 20,970 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,455 (year 2031),  Design Load: H 15,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: HAIRSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 27.2 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890179,  Location: 2.2 MI N OF CLARKSTON (Lat: 33.841533,  Lng: -84.242528),  Route carried "on" structure: City street 9223,  Year Built: 1968,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 18,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: NORTHLAKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2020,  Bridge Improvement Cost: $960,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,440,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 89018,  Location: 2.9 MI N OF CLARKSTON (Lat: 33.851186,  Lng: -84.246617),  Route carried "on" structure: City street 9223,  Year Built: 1968,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 10,710 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,065 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: NORTHLAKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.2 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,280,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,920,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890199,  Location: 2 MI S OF DORAVILLE (Lat: 33.885508,  Lng: -84.251789),  Route carried "on" structure: City street 9265,  Year Built: 1981,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 13,070 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,605 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: CHAMBLEE-TUCKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,879,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,819,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8902,  Location: 2 MI SE OF DORAVILLE (Lat: 33.885550,  Lng: -84.250808),  Route carried "on" structure: City street 9265,  Year Built: 1980,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 21,400 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,100 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 RAMP (SR 407),  Facility Carried by Structure: CHAMBLEE-TUCKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $637,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $956,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 890211,  Location: 3.3 MI SE OF CHAMBLEE (Lat: 33.870992,  Lng: -84.250561),  Route carried "on" structure: City street 9276,  Year Built: 1950,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,590 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,385 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HENDERSON MILL CREEK TRB,  Facility Carried by Structure: HENDERSON MILL RD.
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: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000

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Structure Number: 890213,  Location: 3.3 MI SE OF CHAMBLEE (Lat: 33.867789,  Lng: -84.249394),  Route carried "on" structure: City street 9280,  Year Built: 1968,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 4,550 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,825 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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: July 2020,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,401,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890214,  Location: 2.3 MI NE OF CLARKSTON (Lat: 33.834447,  Lng: -84.213769),  Route carried "on" structure: City street 9287,  Year Built: 1967,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 7,720 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,580 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 410 STONE MTN FREEWAY,  Facility Carried by Structure: IDLEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  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: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.73m (51.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,758,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890323,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.820628,  Lng: -84.251658),  Route carried "on" structure: US 78,  Year Built: 1995,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 17,370 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,055 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 RAMP,  Facility Carried by Structure: SR 410R TO I-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 97.8m (320.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $196,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895032,  Location: 7.1 MI SE OF DORAVILLE (Lat: 33.869239,  Lng: -84.211728),  Route carried "on" structure: County highway 1088,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: LUCKY SHOALS CREEK,  Facility Carried by Structure: ROTHERWOOD 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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Very 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 895033,  Location: 2.25 MI NW OF CLARKSTON (Lat: 33.834819,  Lng: -84.255258),  Route carried "on" structure: County highway 1127,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: BURNT CREEK,  Facility Carried by Structure: MONTREAL CIRCLE
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: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895067,  Location: 4 MI NE OF CLARKSTON (Lat: 33.853308,  Lng: -84.183197),  Route carried "on" structure: County highway 3045,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: ANTEBELLUM 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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000

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Structure Number: 895071,  Location: 3.2 MI N OF CLARKSTON (Lat: 33.863239,  Lng: -84.256469),  Route carried "on" structure: County highway 3249,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  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: N FORK P'TREE CREEK TRIB,  Facility Carried by Structure: HENDERSON CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 895093,  Location: 2 MI N OF CLARKSTON (Lat: 33.830619,  Lng: -84.225028),  Route carried "on" structure: County highway 2200,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  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 P'TREE CRK TRIB,  Facility Carried by Structure: FRANKS 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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Very 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: June 2020,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 895105,  Location: 2 MI N OF CLARKSTON (Lat: 33.839458,  Lng: -84.247489),  Route carried "on" structure: County highway 6326,  Year Built: 1986,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20,  Features Intersected: CSX RR - BURNT CREEK,  Facility Carried by Structure: CRESENT CENTER BLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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: August 2020,  Bridge Improvement Cost: $2,639,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,958,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 895164,  Location: 1.5 MI NW OF CLARKSTON (Lat: 33.827211,  Lng: -84.252483),  Route carried "on" structure: US 29,  Year Built: 2007,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 23,630 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,445 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 35.5m (116.5ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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: 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: August 2020,  Bridge Improvement Cost: $3,080,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $4,620,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350066,  Location: 2.5 MI SW OF LILBURN (Lat: 33.880128,  Lng: -84.189389),  Route carried "on" structure: County highway 1305,  Year Built: 1977,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 27,670 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,505 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: JIMMY CARTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $426,000

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Structure Number: 890048,  Location: 3.6 MI N OF CLARKSTON (Lat: 33.846425,  Lng: -84.247192),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 198,300 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 236 LAVISTA ROAD,  Facility Carried by Structure: LAVISTA ROAD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 57.936,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 890079,  Location: 3.3 MI S OF CHAMBLEE (Lat: 33.878614,  Lng: -84.249728),  Route carried "under" structure: City street 9276,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.609,  Lanes on structure: 10,  Length of Maximum Span: 0.0m

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Structure Number: 89008,  Location: 4.1 MI SE OF CHAMBLEE (Lat: 33.872111,  Lng: -84.249728),  Route carried "under" structure: City street 9279,  Structure Length: 0. m,  Average Daily Traffic: 11,840 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 890082,  Location: 3.7 MI SE OF CHAMBLEE (Lat: 33.861125,  Lng: -84.247853),  Route carried "under" structure: City street 9281,  Structure Length: 0. m,  Average Daily Traffic: 11,840 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 890084,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.818117,  Lng: -84.251061),  Route carried "under" structure: Ramp US 78,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: I-285 CCBL (SR 407),  Facility Carried by Structure: I-285 CCBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 890111,  Location: 1.2 MI N OF CLARKSTON (Lat: 33.825097,  Lng: -84.233419),  Route carried "under" structure: State highway 859,  Structure Length: 0. m,  Average Daily Traffic: 20,358 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 410 STONE MTN FREEWAY,  Facility Carried by Structure: US 78/ SR 410 STON
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 890132,  Location: 2.6 MI NW OF STONE MTN (Lat: 33.835000,  Lng: -84.200228),  Route carried "under" structure: US 78,  Structure Length: 0. m,  Average Daily Traffic: 76,800 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR5184 MOUNTAIN IND BLVD,  Facility Carried by Structure: MOUNTAIN IND. BLVD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 16.093,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 89018,  Location: 2.9 MI N OF CLARKSTON (Lat: 33.851186,  Lng: -84.246617),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 184,800 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9223 NORTHLAKE PARKWAY,  Facility Carried by Structure: NORTHLAKE PARKWAY
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 57.936,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 890199,  Location: 2 MI S OF DORAVILLE (Lat: 33.885508,  Lng: -84.251789),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 201,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: M9265 CHAMBLEE-TUCKER RD,  Facility Carried by Structure: CHAMBLEE-TUCKER RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 53.108,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 8902,  Location: 2 MI SE OF DORAVILLE (Lat: 33.885550,  Lng: -84.250808),  Route carried "under" structure: Ramp Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 10,010 (year 1999),  Truck Traffic: 1%,  Features Intersected: M9265 CHAMBLEE-TUCKER RD,  Facility Carried by Structure: CHAMBLEE-TUCKER RD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 53.108,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 890213,  Location: 3.3 MI SE OF CHAMBLEE (Lat: 33.867789,  Lng: -84.249394),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 201,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9280 HENDERSON ROAD,  Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 56.327,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890214,  Location: 2.3 MI NE OF CLARKSTON (Lat: 33.834447,  Lng: -84.213769),  Route carried "under" structure: US 78,  Structure Length: 0. m,  Average Daily Traffic: 103,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9287 IDLEWOOD ROAD,  Facility Carried by Structure: IDLEWOOD ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890298,  Location: 3.1 MI NE OF CLARKSTON (Lat: 33.851178,  Lng: -84.218419),  Route carried "under" structure: City street 9287,  Structure Length: 0. m,  Average Daily Traffic: 6,130 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-9287 FELLOWSHIP ROAD,  Facility Carried by Structure: SEABOARD AIRLINE
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 4.828,  Length of Maximum Span: 0.0m

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Structure Number: 890299,  Location: 3.1 MI NE OF CLARKSTON (Lat: 33.851300,  Lng: -84.218458),  Route carried "under" structure: City street 9287,  Structure Length: 0. m,  Average Daily Traffic: 6,130 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-9287 FELLOWSHIP ROAD,  Facility Carried by Structure: UTILITY BRIDGE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 4.828,  Length of Maximum Span: 0.0m

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Structure Number: 890323,  Location: 0.8 MI NW OF CLARKSTON (Lat: 33.820628,  Lng: -84.251658),  Route carried "under" structure: Ramp Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1996),  Truck Traffic: 1%,  Features Intersected: SR 410 RAMP TO I-285
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 61.155,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 895164,  Location: 1.5 MI NW OF CLARKSTON (Lat: 33.827211,  Lng: -84.252483),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 189,000 (year 1999),  Features Intersected: SR 8 LAWRENCEVILLE HWY,  Facility Carried by Structure: US 29/ SR 407 LAWR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 61.155,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 1355168,  Location: 4 MILES W. LILBURN (Lat: 33.880086,  Lng: -84.203125),  Route carried "under" structure: County highway 1952,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2012),  Truck Traffic: 1%,  Features Intersected: OLD NORCROSS ROAD,  Facility Carried by Structure: GOLF CART
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m