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

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Structure Number: 450032,  Location: IN SW VILLA RICA (Lat: 33.721967,  Lng: -84.930917),  Route carried "on" structure: County highway 849,  Year Built: 1974,  Status: Open,  Structure Length: 12.55m (41.17ft),  Average Daily Traffic: 2,190 (year 2005),  Average Future Daily Traffic: 3,285 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: S CARROLLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.104,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450033,  Location: IN W VILLA RICA (Lat: 33.721800,  Lng: -84.939050),  Route carried "on" structure: State highway 61,  Year Built: 1976,  Status: Open,  Structure Length: 9.96m (32.68ft),  Average Daily Traffic: 26,520 (year 2005),  Average Future Daily Traffic: 39,780 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.383,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

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

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Structure Number: 450034,  Location: IN WEST VILLA RICA (Lat: 33.721733,  Lng: -84.939300),  Route carried "on" structure: State highway 61,  Year Built: 1976,  Status: Open,  Structure Length: 10.72m (35.17ft),  Average Daily Traffic: 26,520 (year 2005),  Average Future Daily Traffic: 39,780 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.385,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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 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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450055,  Location: IN SOUTH VILLA RICA (Lat: 33.721883,  Lng: -84.922417),  Route carried "on" structure: County highway 399,  Year Built: 1974,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 630 (year 2005),  Average Future Daily Traffic: 945 (year 2025),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: DANIEL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.218,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  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-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 455128,  Location: IN WEST VILLA RICA (Lat: 33.736900,  Lng: -84.939100),  Route carried "on" structure: State highway 101,  Year Built: 1981,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,120 (year 2005),  Average Future Daily Traffic: 21,180 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: 970041,  Location: IN EAST VILLA RICA (Lat: 33.724417,  Lng: -84.892000),  Route carried "on" structure: County highway 2876,  Year Built: 1974,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 13,080 (year 2007),  Average Future Daily Traffic: 19,620 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.438,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 450032,  Location: IN SW VILLA RICA (Lat: 33.721967,  Lng: -84.930917),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 12.55m (41.17ft),  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 849 S.CARROLLTON ROAD
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 3.953,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 450033,  Location: IN WEST VILLA RICA (Lat: 33.721800,  Lng: -84.939050),  Route carried "under" structure: Interstate 20,  Year Built: 1976,  Structure Length: 9.96m (32.68ft),  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 61 NBL
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 3.832,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 450034,  Location: IN WEST VILLA RICA (Lat: 33.721733,  Lng: -84.939300),  Route carried "under" structure: Interstate 20,  Year Built: 1976,  Structure Length: 10.72m (35.17ft),  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 61 SBL
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 3.829,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 450055,  Location: IN SOUTH VILLA RICA (Lat: 33.721883,  Lng: -84.922417),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 399 DANIEL STREET
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 3.998,  Lanes on structure: 2,  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: 970041,  Location: IN EAST VILLA RICA (Lat: 33.724417,  Lng: -84.892000),  Route carried "under" structure: Interstate 20,  Year Built: 1974,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 60,730 (year 1998),  Truck Traffic: 1%,  Features Intersected: FAS 2876 LIBERTY ROAD
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 4.233,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)