Bridge Statistics for Conley, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 184ft / 55.7mTotal length
- $8,800,000Total costs
- 528,420Total average daily traffic
- 46,528Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Conley
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 81980-1989
- 12000-2009
- Bridge Condition - Superstructure
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Imminent failure
- Bridge Condition - Substructure
- 77.8%Good
- 11.1%Poor
- 11.1%Imminent failure
- Bridge Condition - Channel
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
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Structure Number: 630011, Location: 0.20 MI S DEKALB CO LN (Lat: 33.645978, Lng: -84.327414), Route carried "on" structure: US 23, Year Built: 1950, Year Reconstructed: 1997, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 14,530 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,795 (year 2032), Design Load: H 15, Features Intersected: CONLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 630011, Location: 0.20 MI S DEKALB CO LN (Lat: 33.645978, Lng: -84.327414), Route carried "on" structure: US 23, Year Built: 1950, Year Reconstructed: 1997, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 14,530 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,795 (year 2032), Design Load: H 15, Features Intersected: CONLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 630109, Location: 0.5 MI S OF DEKALB CO LIN (Lat: 33.643519, Lng: -84.314419), Route carried "on" structure: County highway 1571, Year Built: 1984, Status: Open, Structure Length: 11.31m (37.11ft), 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: I-675 (SR 413), Facility Carried by Structure: GRANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 630109, Location: 0.5 MI S OF DEKALB CO LIN (Lat: 33.643519, Lng: -84.314419), Route carried "on" structure: County highway 1571, Year Built: 1984, Status: Open, Structure Length: 11.31m (37.11ft), 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: I-675 (SR 413), Facility Carried by Structure: GRANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 630133, Location: @ DEKALB CO LINE (Lat: 33.647108, Lng: -84.317789), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 71,870 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 107,805 (year 2032), Design Load: HS 20+Mod, Features Intersected: CONLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, 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: April 2021
Structure Number: 630133, Location: @ DEKALB CO LINE (Lat: 33.647108, Lng: -84.317789), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 71,870 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 107,805 (year 2032), Design Load: HS 20+Mod, Features Intersected: CONLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, 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: April 2021
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Structure Number: 635004, Location: @ DEKALB CO LINE (Lat: 33.647319, Lng: -84.323608), Route carried "on" structure: County highway 126, Year Built: 1962, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: CONLEY CREEK, Facility Carried by Structure: EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 42.09m (138.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $147,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 635004, Location: @ DEKALB CO LINE (Lat: 33.647319, Lng: -84.323608), Route carried "on" structure: County highway 126, Year Built: 1962, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: CONLEY CREEK, Facility Carried by Structure: EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 42.09m (138.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $147,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 635006, Location: 1 MI W OF FOREST PARK (Lat: 33.643747, Lng: -84.340958), Route carried "on" structure: County highway 178, Year Built: 1980, Status: Open, Structure Length: 0.88m (2.89ft), 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: CONLEY CREEK, Facility Carried by Structure: CONLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 635006, Location: 1 MI W OF FOREST PARK (Lat: 33.643747, Lng: -84.340958), Route carried "on" structure: County highway 178, Year Built: 1980, Status: Open, Structure Length: 0.88m (2.89ft), 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: CONLEY CREEK, Facility Carried by Structure: CONLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 635054, Location: 0.1 MI E OF FOREST PARK (Lat: 33.627919, Lng: -84.342978), Route carried "on" structure: County highway 159, Year Built: 2003, Status: Open, Structure Length: 1.01m (3.31ft), 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: CONLEY CREEK, Facility Carried by Structure: WATTS 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: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 635054, Location: 0.1 MI E OF FOREST PARK (Lat: 33.627919, Lng: -84.342978), Route carried "on" structure: County highway 159, Year Built: 2003, Status: Open, Structure Length: 1.01m (3.31ft), 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: CONLEY CREEK, Facility Carried by Structure: WATTS 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: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 890268, Location: 7 MI S OF DECATUR (Lat: 33.657869, Lng: -84.325239), Route carried "on" structure: County highway 9091, Year Built: 1984, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 4,720 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,080 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-675 (SR 413), Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.1 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,157,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,735,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890268, Location: 7 MI S OF DECATUR (Lat: 33.657869, Lng: -84.325239), Route carried "on" structure: County highway 9091, Year Built: 1984, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 4,720 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,080 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-675 (SR 413), Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.1 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,157,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,735,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890286, Location: 9 MI S OF DECATUR (Lat: 33.650308, Lng: -84.321028), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 139 EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890286, Location: 9 MI S OF DECATUR (Lat: 33.650308, Lng: -84.321028), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 139 EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890287, Location: 9 MI S OF DECATUR (Lat: 33.650108, Lng: -84.321319), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 139 EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890287, Location: 9 MI S OF DECATUR (Lat: 33.650108, Lng: -84.321319), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 139 EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890288, Location: 6 MI S OF DECATUR (Lat: 33.667117, Lng: -84.325167), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 142 HENRICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890288, Location: 6 MI S OF DECATUR (Lat: 33.667117, Lng: -84.325167), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 142 HENRICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890289, Location: 6 MI S OF DECATUR (Lat: 33.666967, Lng: -84.325681), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 142 HENRICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 46.2 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,347,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,020,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 890289, Location: 6 MI S OF DECATUR (Lat: 33.666967, Lng: -84.325681), Route carried "on" structure: Interstate 675, Year Built: 1984, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 74,810 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 112,215 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 142 HENRICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 46.2 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,347,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,020,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 895082, Location: 8 MI S OF DECATUR (Lat: 33.657619, Lng: -84.331528), Route carried "on" structure: City street 9091, Year Built: 1965, Status: Closed, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 9,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 14,340 (year 2031), Design Load: H 15, Features Intersected: NS RAILROAD, Facility Carried by Structure: CEDAR GROVE 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Imminent failure, Substructure: Imminent failure, 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: > 39.9% below), Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 895082, Location: 8 MI S OF DECATUR (Lat: 33.657619, Lng: -84.331528), Route carried "on" structure: City street 9091, Year Built: 1965, Status: Closed, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 9,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 14,340 (year 2031), Design Load: H 15, Features Intersected: NS RAILROAD, Facility Carried by Structure: CEDAR GROVE 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Imminent failure, Substructure: Imminent failure, 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: > 39.9% below), Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 630109, Location: 0.5 MI S OF DEKALB CO LIN (Lat: 33.643519, Lng: -84.314419), Route carried "under" structure: Interstate 675, Structure Length: 0. m, Average Daily Traffic: 53,400 (year 1999), Truck Traffic: 11%, Features Intersected: CR 1571 GRANT ROAD, Facility Carried by Structure: GRANT ROAD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 12.875, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 630109, Location: 0.5 MI S OF DEKALB CO LIN (Lat: 33.643519, Lng: -84.314419), Route carried "under" structure: Interstate 675, Structure Length: 0. m, Average Daily Traffic: 53,400 (year 1999), Truck Traffic: 11%, Features Intersected: CR 1571 GRANT ROAD, Facility Carried by Structure: GRANT ROAD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 12.875, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 890268, Location: 7 MI S OF DECATUR (Lat: 33.657869, Lng: -84.325239), Route carried "under" structure: Interstate 675, Structure Length: 0. m, Average Daily Traffic: 60,500 (year 1999), Truck Traffic: 1%, Features Intersected: M-9091 CEDAR GROVE ROAD, Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 14.484, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 890268, Location: 7 MI S OF DECATUR (Lat: 33.657869, Lng: -84.325239), Route carried "under" structure: Interstate 675, Structure Length: 0. m, Average Daily Traffic: 60,500 (year 1999), Truck Traffic: 1%, Features Intersected: M-9091 CEDAR GROVE ROAD, Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 14.484, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 890286, Location: 9 MI S OF DECATUR (Lat: 33.650308, Lng: -84.321028), Route carried "under" structure: County highway 139, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 NBL (SR 413), Facility Carried by Structure: I-675 NBL
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 890286, Location: 9 MI S OF DECATUR (Lat: 33.650308, Lng: -84.321028), Route carried "under" structure: County highway 139, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 NBL (SR 413), Facility Carried by Structure: I-675 NBL
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 890287, Location: 9 MI S OF DECATUR (Lat: 33.650108, Lng: -84.321319), Route carried "under" structure: County highway 139, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 SBL (SR 413), Facility Carried by Structure: I-675 SBL
Minimum Vertical Clearance: 6.42m (21.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 890287, Location: 9 MI S OF DECATUR (Lat: 33.650108, Lng: -84.321319), Route carried "under" structure: County highway 139, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 SBL (SR 413), Facility Carried by Structure: I-675 SBL
Minimum Vertical Clearance: 6.42m (21.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 890288, Location: 6 MI S OF DECATUR (Lat: 33.667117, Lng: -84.325167), Route carried "under" structure: County highway 142, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 NBL (SR 413), Facility Carried by Structure: I-675 NBL
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 1.609, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 890288, Location: 6 MI S OF DECATUR (Lat: 33.667117, Lng: -84.325167), Route carried "under" structure: County highway 142, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 NBL (SR 413), Facility Carried by Structure: I-675 NBL
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 1.609, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 890289, Location: 6 MI S OF DECATUR (Lat: 33.666967, Lng: -84.325681), Route carried "under" structure: County highway 142, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 SBL (SR 413), Facility Carried by Structure: I-675 SBL
Minimum Vertical Clearance: 8.02m (26.31ft), Kilometerpoint: 1.609, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 890289, Location: 6 MI S OF DECATUR (Lat: 33.666967, Lng: -84.325681), Route carried "under" structure: County highway 142, Structure Length: 0. m, Average Daily Traffic: 1,720 (year 1999), Truck Traffic: 1%, Features Intersected: I-675 SBL (SR 413), Facility Carried by Structure: I-675 SBL
Minimum Vertical Clearance: 8.02m (26.31ft), Kilometerpoint: 1.609, Lanes on structure: 4, Length of Maximum Span: 0.0m