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

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Structure Number: 970004,  Location: IN SOUTH DOUGLASVILLE (Lat: 33.727583,  Lng: -84.762100),  Route carried "on" structure: State highway 5,  Year Built: 1964,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 33,690 (year 2007),  Average Future Daily Traffic: 50,535 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.138,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 970009,  Location: IN EAST DOUGLASVILLE (Lat: 33.756667,  Lng: -84.715250),  Route carried "on" structure: State highway 92,  Year Built: 1962,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 25,610 (year 2007),  Average Future Daily Traffic: 38,415 (year 2027),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 970011,  Location: AT SW DOUGLASVILLE C.L. (Lat: 33.737400,  Lng: -84.730367),  Route carried "on" structure: County highway 142,  Year Built: 1962,  Status: Posted for load,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 4,090 (year 2007),  Average Future Daily Traffic: 6,135 (year 2027),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: PRESTLEY MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.088,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 46.90m (153.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $617,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 970028,  Location: DOUGLASVILLE-SW SECTION (Lat: 33.760000,  Lng: -84.759300),  Route carried "on" structure: City street 9399,  Year Built: 1955,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,750 (year 2007),  Average Future Daily Traffic: 14,625 (year 2027),  Design Load: H 15,  Features Intersected: ANNEEWAKEE CREEK,  Facility Carried by Structure: ROSE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.038,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007

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Structure Number: 97005,  Location: IN SOUTH DOUGLASVILLE (Lat: 33.732367,  Lng: -84.737250),  Route carried "on" structure: City street 9402,  Year Built: 1995,  Status: Open,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 12,240 (year 2007),  Average Future Daily Traffic: 18,360 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-20 & I-20 RAMP,  Facility Carried by Structure: CHAPEL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.373,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 31.8m (104.3ft)

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

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Structure Number: 975046,  Location: DOUGLASVILLE - SOUTHSIDE (Lat: 33.713317,  Lng: -84.747483),  Route carried "on" structure: City street 9040,  Year Built: 1991,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 15,360 (year 2007),  Average Future Daily Traffic: 23,040 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ANNEEWAKEE CREEK,  Facility Carried by Structure: DOUGLAS BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.296,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 970004,  Location: IN SOUTH DOUGLASVILLE (Lat: 33.727583,  Lng: -84.762100),  Route carried "under" structure: Interstate 20,  Year Built: 1964,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 66,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 5
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 5.489,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 970009,  Location: IN EAST DOUGLASVILLE (Lat: 33.756667,  Lng: -84.715250),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 81,700 (year 1919),  Truck Traffic: 1%,  Features Intersected: SR 92
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 6.019,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 970011,  Location: AT SW DOUGLASVILLE C.L. (Lat: 33.737400,  Lng: -84.730367),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 76,200 (year 1919),  Truck Traffic: 1%,  Features Intersected: CR 142 PRESTLEY MILL RD.
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 5.818,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 97005,  Location: IN SOUTH DOUGLASVILLE (Lat: 33.732367,  Lng: -84.737250),  Route carried "under" structure: Interstate 20,  Year Built: 1995,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 76,200 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-9402 CHAPEL HILL ROAD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 5.734,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 97005,  Location: IN SOUTH DOUGLASVILLE (Lat: 33.732367,  Lng: -84.737250),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1995,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 1,800 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9402 CHAPEL HILL ROAD,  Facility Carried by Structure: WBL OFF RAMP
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 5.734,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)