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

Find on map >>   Show street view

Structure Number: 670018,  Location: 0.5 MI E OF POWDER SPRING (Lat: 33.859364,  Lng: -84.652714),  Route carried "on" structure: City street 9023,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 28,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,870 (year 2032),  Design Load: H 15,  Features Intersected: NOSES CREEK,  Facility Carried by Structure: POWDER SPRINGS ROA
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: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2021,  Bridge Improvement Cost: $952,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,428,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 67003,  Location: 1.2 MI W POWDER SPGS (Lat: 33.863950,  Lng: -84.693278),  Route carried "on" structure: County highway 4516,  Year Built: 1921,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2032),  Design Load: H 15,  Features Intersected: LUCILLE CREEK,  Facility Carried by Structure: DALLAS POWDER SP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: April 2021,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 670063,  Location: 3.8 MI NW OF POWDER SPR (Lat: 33.903339,  Lng: -84.719378),  Route carried "on" structure: State highway 360,  Year Built: 1971,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 24,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,345 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 670064,  Location: 3 MI NE OF POWDER SPGS (Lat: 33.897722,  Lng: -84.639544),  Route carried "on" structure: State highway 360,  Year Built: 1971,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 26,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,750 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 670065,  Location: 3.4 MI NE POWDER SPRGS (Lat: 33.899411,  Lng: -84.630292),  Route carried "on" structure: State highway 360,  Year Built: 1971,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 26,500 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,750 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $408,000

Find on map >>   Show street view

Structure Number: 670137,  Location: 4.9 MILES WEST OF AUSTELL (Lat: 33.834239,  Lng: -84.716558),  Route carried "on" structure: City street 9039,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 10,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,155 (year 2032),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK TRIB,  Facility Carried by Structure: BROWNSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

Find on map >>   Show street view

Structure Number: 670138,  Location: IN W POWDER SPRINGS (Lat: 33.859250,  Lng: -84.688128),  Route carried "on" structure: City street 9039,  Year Built: 1992,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 9,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,500 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: BROWNSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 670188,  Location: 1.6 MI E OF PAULDING CL (Lat: 33.865069,  Lng: -84.696969),  Route carried "on" structure: US 278,  Year Built: 1985,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 31,090 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,635 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR4516, NOR SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: May 2021,  Bridge Improvement Cost: $1,630,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,446,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 670189,  Location: 1.5 MILES EAST OF PAULDIN (Lat: 33.860208,  Lng: -84.697208),  Route carried "on" structure: US 278,  Year Built: 1985,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 31,090 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,635 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 33.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,705,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 67021,  Location: WEST POWDER SPRINGS (Lat: 33.877458,  Lng: -84.711339),  Route carried "on" structure: US 278,  Year Built: 1990,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 33,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,880 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 675041,  Location: 7.3 MILES WEST OF MARIETT (Lat: 33.927878,  Lng: -84.672569),  Route carried "on" structure: County highway 813,  Year Built: 1985,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 15,  Features Intersected: MUD CREEK TRIB.,  Facility Carried by Structure: LUTHER WARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $410,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 675049,  Location: IN W POWDER SPRINGS (Lat: 33.861389,  Lng: -84.686028),  Route carried "on" structure: City street 924,  Year Built: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HUNTER BRANCH,  Facility Carried by Structure: JACKSON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

Find on map >>   Show street view

Structure Number: 67505,  Location: 6 MI SW OF MARIETTA (Lat: 33.913669,  Lng: -84.643628),  Route carried "on" structure: County highway 942,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 15,  Features Intersected: MUD CREEK,  Facility Carried by Structure: FRIENDSHIP CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 675051,  Location: 5.9 MI W OF MARIETTA (Lat: 33.924019,  Lng: -84.645969),  Route carried "on" structure: City street 9456,  Year Built: 1949,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 4,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,795 (year 2032),  Design Load: H 15,  Features Intersected: MUD CREEK,  Facility Carried by Structure: VILLA RICA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $791,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 675052,  Location: 7.1 MI WEST OF MARIETTA (Lat: 33.918358,  Lng: -84.666308),  Route carried "on" structure: City street 9456,  Year Built: 1970,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,795 (year 2032),  Design Load: H 15,  Features Intersected: MUD CREEK TRIB.,  Facility Carried by Structure: VILLA RICA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000

Find on map >>   Show street view

Structure Number: 675053,  Location: 7.1 MI SW OF MARIETTA (Lat: 33.911408,  Lng: -84.666858),  Route carried "on" structure: City street 9456,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,795 (year 2032),  Design Load: HS 15,  Features Intersected: MUD CREEK TRIB,  Facility Carried by Structure: VILLA RICA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 675098,  Location: 10.1 MILES SW OF KENNESAW (Lat: 33.895608,  Lng: -84.700178),  Route carried "on" structure: County highway 2081,  Year Built: 1956,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Features Intersected: POWDER SPRINGS CR TRIB,  Facility Carried by Structure: GAYDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.24m (135.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6751,  Location: 2.8 MILES WEST OF POWDER (Lat: 33.882228,  Lng: -84.714258),  Route carried "on" structure: County highway 2085,  Year Built: 1986,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: ELLIOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 675103,  Location: @ NORTH POWDER SPRINGS C/ (Lat: 33.876139,  Lng: -84.660439),  Route carried "on" structure: City street 2108,  Year Built: 1992,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: WILD HORSE CREEK,  Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: June 2021,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $399,000,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 675168,  Location: 7.2 MI W OF MARIETTA (Lat: 33.920708,  Lng: -84.668089),  Route carried "on" structure: County highway 811,  Year Built: 1997,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20,  Features Intersected: MUD CREEK TRIB,  Facility Carried by Structure: BULLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 675169,  Location: 6 MILES SOUTH WEST OF MAR (Lat: 33.926558,  Lng: -84.653419),  Route carried "on" structure: County highway 942,  Year Built: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20,  Features Intersected: MUD CREEK TRIB.,  Facility Carried by Structure: FRIENDSHIP CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000

Find on map >>   Show street view

Structure Number: 675176,  Location: 3 MILES WEST OF POWDER SP (Lat: 33.890506,  Lng: -84.719044),  Route carried "on" structure: County highway 2084,  Year Built: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: MOON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 41.85m (137.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

Find on map >>   Show street view

Structure Number: 675185,  Location: 2 MILES WEST OF POWDER SP (Lat: 33.868800,  Lng: -84.707358),  Route carried "on" structure: County highway 4516,  Year Built: 1998,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,295 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: POWDER SPRINGS ROA
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: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,172,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 675186,  Location: IN POWDER SPRINGS (Lat: 33.862186,  Lng: -84.675711),  Route carried "on" structure: City street 9002,  Year Built: 1998,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 24,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,390 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SILVER COMET TRAIL,  Facility Carried by Structure: NEW MACLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $980,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,469,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675203,  Location: 5 MILES WEST OF AUSTELL (Lat: 33.827247,  Lng: -84.719750),  Route carried "on" structure: County highway 9039,  Year Built: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 10,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,155 (year 2032),  Design Load: HS 20,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: BROWNSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $516,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $774,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675207,  Location: 1.8 MI E OF PAULDING C.L. (Lat: 33.866947,  Lng: -84.694619),  Route carried "on" structure: State highway 176,  Year Built: 1998,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 24,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,390 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: R SAILORS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675208,  Location: 2 MILES EAST OF PAULDING (Lat: 33.867100,  Lng: -84.690169),  Route carried "on" structure: County highway 4514,  Year Built: 1999,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 24,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,390 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SILVER COMET TRAIL,  Facility Carried by Structure: RICHARD SAILORS PA
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: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,799,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,699,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675214,  Location: ON COBB / PAULDING CO. LI (Lat: 33.912719,  Lng: -84.723847),  Route carried "on" structure: County highway 816,  Year Built: 1998,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: POPLAR SPRINGS 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: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $287,000

Find on map >>   Show street view

Structure Number: 675215,  Location: 10.7 MILES SOUTH WEST OF (Lat: 33.893597,  Lng: -84.717314),  Route carried "on" structure: County highway 2081,  Year Built: 1999,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: HIRAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $492,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675216,  Location: 2.9 MILES NORTH OF AUSTEL (Lat: 33.854239,  Lng: -84.635939),  Route carried "on" structure: County highway 2196,  Year Built: 1999,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SILVER COMET TRAIL,  Facility Carried by Structure: EWING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $838,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675234,  Location: 1 MI N OF POWDER SPRINGS (Lat: 33.887878,  Lng: -84.667361),  Route carried "on" structure: County highway 943,  Year Built: 2000,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 4,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,795 (year 2032),  Design Load: HS 20,  Features Intersected: WILD HORSE CREEK,  Facility Carried by Structure: OLD VILLA RICA ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $379,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $568,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 675241,  Location: 2 MILES SOUTH WEST OF MAR (Lat: 33.894081,  Lng: -84.631736),  Route carried "on" structure: County highway 8228,  Year Built: 2001,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 15,680 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,520 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOSES CREEK,  Facility Carried by Structure: BARRETT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,041,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $3,061,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 675242,  Location: 2 MILES SOUTH OF MARIETTA (Lat: 33.890294,  Lng: -84.637244),  Route carried "on" structure: County highway 8228,  Year Built: 2000,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 15,680 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,520 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOSES CREEK,  Facility Carried by Structure: BARRETT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,498,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,246,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675265,  Location: 3.1 MI. NW OF AUSTELL (Lat: 33.841283,  Lng: -84.678203),  Route carried "on" structure: County highway 2123,  Year Built: 2008,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20,  Features Intersected: POWDER SPRINGS CREEK TR,  Facility Carried by Structure: OGLESBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 675266,  Location: 3.1 MI NW OF AUSTELL (Lat: 33.841122,  Lng: -84.677267),  Route carried "on" structure: County highway 2123,  Year Built: 2008,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: OGLESBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675282,  Location: 3.8 MILES NORTH WEST OF A (Lat: 33.849986,  Lng: -84.683653),  Route carried "on" structure: County highway 2122,  Year Built: 2009,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: LEWIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,438,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,157,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675283,  Location: 4.0 MILES NORTH WEST OF A (Lat: 33.853647,  Lng: -84.682189),  Route carried "on" structure: County highway 2122,  Year Built: 2010,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: LEWIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,246,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,870,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675304,  Location: IN POWDER SPRINGS (Lat: 33.859981,  Lng: -84.692047),  Route carried "on" structure: ServiceCity street 9999,  Year Built: 2006,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 20 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 20,  Features Intersected: POWDER SPRINGS CREEK,  Facility Carried by Structure: SWEETWATER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  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: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 67531,  Location: 1 MI EAST OF POWDER SPRIN (Lat: 33.866228,  Lng: -84.655650),  Route carried "on" structure: City street 2446,  Year Built: 2013,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,325 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,491 (year 2031),  Design Load: HS 20,  Features Intersected: WILD HORSE CREEK,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,996,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $5,994,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 675363,  Location: 1.8 MILES NE POWDER SPR. (Lat: 33.875258,  Lng: -84.643278),  Route carried "on" structure: County highway 2108,  Year Built: 2019,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,294 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,909 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NOSES CREEK,  Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $11,988,000,  Roadway Improvement Cost: $1,199,000,  Total Project Cost: $17,982,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 2235029,  Location: 3.7 MILES SOUTH EAST OF H (Lat: 33.830439,  Lng: -84.729139),  Route carried "on" structure: County highway 285,  Year Built: 1963,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 3,110 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,665 (year 2031),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: PINE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $531,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $797,000,  Deck Structure Type: Concrete Cast-file-Place