Bridge Statistics for Ellaville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 112ft / 33.6mTotal length
- $43,000Total costs
- 13,710Total average daily traffic
- 1,210Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ellaville
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 11970-1979
- 11990-1999
- 62000-2009
- Bridge Condition - Deck
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Superstructure
- 80.0%Very good
- 20.0%Good
- Bridge Condition - Substructure
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Channel
- 42.9%Very good
- 28.6%Good
- 28.6%Satisfactory
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 2490011, Location: 2.9 MI W OF ELLAVILLE (Lat: 32.214739, Lng: -84.339519), Route carried "on" structure: County highway 1167, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,030 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,545 (year 2031), Design Load: H 15, Features Intersected: LITTLE MUCKALEE CREEK, Facility Carried by Structure: EBENEZER ROAD
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2019, Roadway Improvement Cost: $36,000, Total Project Cost: $43,000
Structure Number: 2490011, Location: 2.9 MI W OF ELLAVILLE (Lat: 32.214739, Lng: -84.339519), Route carried "on" structure: County highway 1167, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,030 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,545 (year 2031), Design Load: H 15, Features Intersected: LITTLE MUCKALEE CREEK, Facility Carried by Structure: EBENEZER ROAD
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2019, Roadway Improvement Cost: $36,000, Total Project Cost: $43,000
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Structure Number: 2490013, Location: 3 MI E OF ELLAVILLE (Lat: 32.238458, Lng: -84.240069), Route carried "on" structure: County highway 1804, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK, Facility Carried by Structure: LA CROSSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 2490013, Location: 3 MI E OF ELLAVILLE (Lat: 32.238458, Lng: -84.240069), Route carried "on" structure: County highway 1804, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 180 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK, Facility Carried by Structure: LA CROSSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 2495002, Location: 3 MI NW OF ELLAVILLE (Lat: 32.291800, Lng: -84.351289), Route carried "on" structure: County highway 34, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: RICE BRANCH, Facility Carried by Structure: RAYBON 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 2495002, Location: 3 MI NW OF ELLAVILLE (Lat: 32.291800, Lng: -84.351289), Route carried "on" structure: County highway 34, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: RICE BRANCH, Facility Carried by Structure: RAYBON 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 2495004, Location: 3 MI SE OF ELLAVILLE (Lat: 32.205028, Lng: -84.336789), Route carried "on" structure: County highway 55, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Design Load: H 15, Features Intersected: LITTLE MUCKALEE CREEK, Facility Carried by Structure: MARVIN MURPHY RD
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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 2495004, Location: 3 MI SE OF ELLAVILLE (Lat: 32.205028, Lng: -84.336789), Route carried "on" structure: County highway 55, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2031), Design Load: H 15, Features Intersected: LITTLE MUCKALEE CREEK, Facility Carried by Structure: MARVIN MURPHY RD
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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 2495005, Location: 3 MI NE OF ELLAVILLE (Lat: 32.284008, Lng: -84.269758), Route carried "on" structure: County highway 129, Year Built: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20+Mod, Features Intersected: DEER CREEK, Facility Carried by Structure: DEER CREEK 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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: Superior to present desirable 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: 2495005, Location: 3 MI NE OF ELLAVILLE (Lat: 32.284008, Lng: -84.269758), Route carried "on" structure: County highway 129, Year Built: 1979, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20+Mod, Features Intersected: DEER CREEK, Facility Carried by Structure: DEER CREEK 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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: Superior to present desirable 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: 2495007, Location: 3 MI. SW OF ELLAVILLE (Lat: 32.192919, Lng: -84.329728), Route carried "on" structure: State highway 153, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 630 (year 2011), Truck Traffic: 29%, Average Future Daily Traffic: 945 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE MUCKALEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 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, 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: March 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2495007, Location: 3 MI. SW OF ELLAVILLE (Lat: 32.192919, Lng: -84.329728), Route carried "on" structure: State highway 153, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 630 (year 2011), Truck Traffic: 29%, Average Future Daily Traffic: 945 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE MUCKALEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 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, 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: March 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2495012, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198486, Lng: -84.265575), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: HEATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2495012, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198486, Lng: -84.265575), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: HEATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2495013, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198503, Lng: -84.265825), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: HEATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2495013, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198503, Lng: -84.265825), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: HEATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2495014, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.199575, Lng: -84.266003), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: GSWRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2495014, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.199575, Lng: -84.266003), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: GSWRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2495015, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.199519, Lng: -84.265736), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: GSWRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2495015, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.199519, Lng: -84.265736), Route carried "on" structure: US 19, Year Built: 2009, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,265 (year 2031), Design Load: HS 20+Mod, Features Intersected: GSWRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2495016, Location: 2 MILES NORTH OF ELLAVILL (Lat: 32.265519, Lng: -84.303744), Route carried "on" structure: US 3, Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 9,000 (year 2031), Design Load: H 20, Features Intersected: BEAVER RUN CREEK, Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 2495016, Location: 2 MILES NORTH OF ELLAVILL (Lat: 32.265519, Lng: -84.303744), Route carried "on" structure: US 3, Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 9,000 (year 2031), Design Load: H 20, Features Intersected: BEAVER RUN CREEK, Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 2495012, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198486, Lng: -84.265575), Route carried "under" structure: County highway 50, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Truck Traffic: 1%, Features Intersected: US 19 SR 3-002.67N, Facility Carried by Structure: SR 3 US 19
Minimum Vertical Clearance: 7.92m (25.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2495012, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198486, Lng: -84.265575), Route carried "under" structure: County highway 50, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Truck Traffic: 1%, Features Intersected: US 19 SR 3-002.67N, Facility Carried by Structure: SR 3 US 19
Minimum Vertical Clearance: 7.92m (25.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 2495013, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198503, Lng: -84.265825), Route carried "under" structure: County highway 50, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Truck Traffic: 1%, Features Intersected: US 19 SR 3 @ 002.68N, Facility Carried by Structure: SR 3 US 19
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2495013, Location: 3 MILES SOUTH OF ELLAVILL (Lat: 32.198503, Lng: -84.265825), Route carried "under" structure: County highway 50, Structure Length: 0. m, Average Daily Traffic: 50 (year 2000), Truck Traffic: 1%, Features Intersected: US 19 SR 3 @ 002.68N, Facility Carried by Structure: SR 3 US 19
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m