Bridge Statistics for Watkinsville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 72ft / 22.1mTotal length
- $4,453,000Total costs
- 94,980Total average daily traffic
- 2,700Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Watkinsville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 11960-1969
- 31970-1979
- 41990-1999
- Bridge Condition - Channel
- 55.6%Very good
- 44.4%Satisfactory
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Structure Number: 2190001, Location: 5.5 MI SW OF BOGART (Lat: 33.885981, Lng: -83.588567), Route carried "on" structure: US 78, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 13,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 20,970 (year 2032), Design Load: HS 20+Mod, Features Intersected: APALACHEE RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 2190001, Location: 5.5 MI SW OF BOGART (Lat: 33.885981, Lng: -83.588567), Route carried "on" structure: US 78, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 13,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 20,970 (year 2032), Design Load: HS 20+Mod, Features Intersected: APALACHEE RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 2190005, Location: 1 MI S OF WATKINSVILLE (Lat: 33.850289, Lng: -83.395778), Route carried "on" structure: State highway 15, Year Built: 1937, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,470 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 9,705 (year 2032), Design Load: H 15, Features Intersected: PORTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 48.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 2190005, Location: 1 MI S OF WATKINSVILLE (Lat: 33.850289, Lng: -83.395778), Route carried "on" structure: State highway 15, Year Built: 1937, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,470 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 9,705 (year 2032), Design Load: H 15, Features Intersected: PORTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 48.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 2190006, Location: 1 MI N OF WATKINSVILLE (Lat: 33.871608, Lng: -83.412119), Route carried "on" structure: Business US 129, Year Built: 1970, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,440 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 8,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: CALLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
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: August 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 2190006, Location: 1 MI N OF WATKINSVILLE (Lat: 33.871608, Lng: -83.412119), Route carried "on" structure: Business US 129, Year Built: 1970, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,440 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 8,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: CALLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
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: August 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 2190008, Location: 1 MI W OF WATKINSVILLE (Lat: 33.868908, Lng: -83.418469), Route carried "on" structure: State highway 53, Year Built: 1951, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 19,170 (year 2032), Design Load: H 15, Features Intersected: CALLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 2190008, Location: 1 MI W OF WATKINSVILLE (Lat: 33.868908, Lng: -83.418469), Route carried "on" structure: State highway 53, Year Built: 1951, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 19,170 (year 2032), Design Load: H 15, Features Intersected: CALLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 2190025, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870108, Lng: -83.421908), Route carried "on" structure: US 441, Year Built: 1995, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 11,720 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,580 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2190025, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870108, Lng: -83.421908), Route carried "on" structure: US 441, Year Built: 1995, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 11,720 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,580 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2190026, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870150, Lng: -83.422158), Route carried "on" structure: US 441, Year Built: 1995, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 11,720 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,580 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2190026, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870150, Lng: -83.422158), Route carried "on" structure: US 441, Year Built: 1995, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 11,720 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,580 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $860,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,289,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2190027, Location: 1 MI W OF WATKINSVILLE (Lat: 33.860808, Lng: -83.425058), Route carried "on" structure: US 441, Year Built: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 11,180 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 16,770 (year 2032), Design Load: HS 20+Mod, Features Intersected: CALLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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: August 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $362,000
Structure Number: 2190027, Location: 1 MI W OF WATKINSVILLE (Lat: 33.860808, Lng: -83.425058), Route carried "on" structure: US 441, Year Built: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 11,180 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 16,770 (year 2032), Design Load: HS 20+Mod, Features Intersected: CALLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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: August 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $362,000
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Structure Number: 2195021, Location: 2.5 MI E OF WATKINSVILLE (Lat: 33.851347, Lng: -83.373178), Route carried "on" structure: County highway 156, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: PORTERS CREEK, Facility Carried by Structure: MCREE GIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 2195021, Location: 2.5 MI E OF WATKINSVILLE (Lat: 33.851347, Lng: -83.373178), Route carried "on" structure: County highway 156, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: PORTERS CREEK, Facility Carried by Structure: MCREE GIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 2195026, Location: 1.5 MI SW OF WATKINSVILLE (Lat: 33.856508, Lng: -83.433650), Route carried "on" structure: County highway 183, Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2032), Design Load: H 15, Features Intersected: LAKE WILDWOOD OVERFLOW, Facility Carried by Structure: HILLCREST DRIVE
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.3m (27.2ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 2195026, Location: 1.5 MI SW OF WATKINSVILLE (Lat: 33.856508, Lng: -83.433650), Route carried "on" structure: County highway 183, Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2032), Design Load: H 15, Features Intersected: LAKE WILDWOOD OVERFLOW, Facility Carried by Structure: HILLCREST DRIVE
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.3m (27.2ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 219503, Location: 1.8 MI NE OF WATKINSVILLE (Lat: 33.881469, Lng: -83.389439), Route carried "on" structure: County highway 151, Year Built: 1954, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 450 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 690 (year 2032), Features Intersected: CALLS CREEK, Facility Carried by Structure: HICKORY HILL 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: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 219503, Location: 1.8 MI NE OF WATKINSVILLE (Lat: 33.881469, Lng: -83.389439), Route carried "on" structure: County highway 151, Year Built: 1954, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 450 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 690 (year 2032), Features Intersected: CALLS CREEK, Facility Carried by Structure: HICKORY HILL 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: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2195044, Location: 3.1 MI W OF WATKINSVILLE (Lat: 33.875469, Lng: -83.461828), Route carried "on" structure: County highway 240, Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 570 (year 2032), Design Load: H 15, Features Intersected: BARBER CREEK TRIB, Facility Carried by Structure: ROBIN HOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.2m (26.9ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 2195044, Location: 3.1 MI W OF WATKINSVILLE (Lat: 33.875469, Lng: -83.461828), Route carried "on" structure: County highway 240, Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 570 (year 2032), Design Load: H 15, Features Intersected: BARBER CREEK TRIB, Facility Carried by Structure: ROBIN HOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.2m (26.9ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 2190025, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870108, Lng: -83.421908), Route carried "under" structure: State highway 53, Structure Length: 0. m, Average Daily Traffic: 9,900 (year 2011), Truck Traffic: 1%, Features Intersected: SR 24 (NBL), Facility Carried by Structure: US 441 (NBL) / SR
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2190025, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870108, Lng: -83.421908), Route carried "under" structure: State highway 53, Structure Length: 0. m, Average Daily Traffic: 9,900 (year 2011), Truck Traffic: 1%, Features Intersected: SR 24 (NBL), Facility Carried by Structure: US 441 (NBL) / SR
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 2190026, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870150, Lng: -83.422158), Route carried "under" structure: State highway 53, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 1%, Features Intersected: SR 24 (SBL), Facility Carried by Structure: US 441 (SBL) / SR
Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2190026, Location: 1 MI W OF WATKINSVILLE (Lat: 33.870150, Lng: -83.422158), Route carried "under" structure: State highway 53, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2011), Truck Traffic: 1%, Features Intersected: SR 24 (SBL), Facility Carried by Structure: US 441 (SBL) / SR
Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 20.921, Lanes on structure: 2, Length of Maximum Span: 0.0m