Bridge Statistics for New Castle, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 85ft / 26.0mTotal length
- $12,307,000Total costs
- 16,686Total average daily traffic
- 660Total average daily truck traffic
- 17,537Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Castle
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 11960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- Bridge Condition - Deck
- 70.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Channel
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
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Structure Number: 5456, Location: 2.38-New Castle;0.21-R624 (Lat: 37.480658, Lng: -80.137058), Route carried "on" structure: State highway 42, Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 753 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 828 (year 2040), Design Load: H 15, Features Intersected: Meadow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $602,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,925,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5456, Location: 2.38-New Castle;0.21-R624 (Lat: 37.480658, Lng: -80.137058), Route carried "on" structure: State highway 42, Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 753 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 828 (year 2040), Design Load: H 15, Features Intersected: Meadow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $602,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,925,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5469, Location: 0.01 Rt 691-0.11 Rt 618 (Lat: 37.451139, Lng: -80.113008), Route carried "on" structure: State highway 311, Year Built: 1984, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 3,681 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,707 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRAIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $5,000, Total Project Cost: $72,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5469, Location: 0.01 Rt 691-0.11 Rt 618 (Lat: 37.451139, Lng: -80.113008), Route carried "on" structure: State highway 311, Year Built: 1984, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 3,681 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,707 (year 2040), Design Load: HS 20+Mod, Features Intersected: CRAIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $5,000, Total Project Cost: $72,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 547, Location: 0.96-Rte618;1.87-Rte688 (Lat: 37.465494, Lng: -80.106831), Route carried "on" structure: State highway 311, Year Built: 1985, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 3,681 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,707 (year 2040), Design Load: HS 20+Mod, Features Intersected: Craig Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 547, Location: 0.96-Rte618;1.87-Rte688 (Lat: 37.465494, Lng: -80.106831), Route carried "on" structure: State highway 311, Year Built: 1985, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 3,681 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,707 (year 2040), Design Load: HS 20+Mod, Features Intersected: Craig Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5471, Location: 8.95-Rke Co;0.43-N Castle (Lat: 37.493914, Lng: -80.106628), Route carried "on" structure: State highway 311, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,681 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,707 (year 2040), Design Load: HS 20+Mod, Features Intersected: Meadow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.819, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 6 months, Inspection Date: November 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $204,000, Total Project Cost: $1,899,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5471, Location: 8.95-Rke Co;0.43-N Castle (Lat: 37.493914, Lng: -80.106628), Route carried "on" structure: State highway 311, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,681 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,707 (year 2040), Design Load: HS 20+Mod, Features Intersected: Meadow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.819, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 6 months, Inspection Date: November 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $204,000, Total Project Cost: $1,899,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5493, Location: 0.92-Rt617E; 0.08-Rt617W (Lat: 37.547522, Lng: -80.122294), Route carried "on" structure: County highway 611, Year Built: 1980, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 312 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 321 (year 2040), Design Load: HS 20+Mod, Features Intersected: Barbours Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,789,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5493, Location: 0.92-Rt617E; 0.08-Rt617W (Lat: 37.547522, Lng: -80.122294), Route carried "on" structure: County highway 611, Year Built: 1980, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 312 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 321 (year 2040), Design Load: HS 20+Mod, Features Intersected: Barbours Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,789,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5497, Location: 0.35-Rte664;0.25-Rte617 (Lat: 37.548422, Lng: -80.129192), Route carried "on" structure: County highway 611, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 171 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 193 (year 2040), Design Load: HS 20+Mod, Features Intersected: Wrights Branch, Facility Carried by Structure: Peacful Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $72,000, Total Project Cost: $671,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5497, Location: 0.35-Rte664;0.25-Rte617 (Lat: 37.548422, Lng: -80.129192), Route carried "on" structure: County highway 611, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 171 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 193 (year 2040), Design Load: HS 20+Mod, Features Intersected: Wrights Branch, Facility Carried by Structure: Peacful Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $72,000, Total Project Cost: $671,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5505, Location: 0.00-Rte638;0.15-Rte1004 (Lat: 37.506431, Lng: -80.106539), Route carried "on" structure: County highway 615, Year Built: 1960, Year Reconstructed: 2013, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 3,953 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,574 (year 2040), Features Intersected: Johns Creek, Facility Carried by Structure: Craigs Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 5505, Location: 0.00-Rte638;0.15-Rte1004 (Lat: 37.506431, Lng: -80.106539), Route carried "on" structure: County highway 615, Year Built: 1960, Year Reconstructed: 2013, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 3,953 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,574 (year 2040), Features Intersected: Johns Creek, Facility Carried by Structure: Craigs Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 5506, Location: 0.25-RT 1003; 0.89-RT 690 (Lat: 37.501867, Lng: -80.104831), Route carried "on" structure: County highway 616, Year Built: 1974, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 307 (year 2018), Average Future Daily Traffic: 311 (year 2040), Design Load: HS 20+Mod, Features Intersected: Craig Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.528, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,360,000, Roadway Improvement Cost: $408,000, Total Project Cost: $3,699,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 5506, Location: 0.25-RT 1003; 0.89-RT 690 (Lat: 37.501867, Lng: -80.104831), Route carried "on" structure: County highway 616, Year Built: 1974, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 307 (year 2018), Average Future Daily Traffic: 311 (year 2040), Design Load: HS 20+Mod, Features Intersected: Craig Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.528, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,360,000, Roadway Improvement Cost: $408,000, Total Project Cost: $3,699,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 5507, Location: .02Rt-611; 3.50Rt-669 (Lat: 37.549203, Lng: -80.106203), Route carried "on" structure: County highway 617, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 66 (year 2018), Average Future Daily Traffic: 71 (year 2040), Features Intersected: Barbours Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $63,000, Total Project Cost: $1,248,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5507, Location: .02Rt-611; 3.50Rt-669 (Lat: 37.549203, Lng: -80.106203), Route carried "on" structure: County highway 617, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 66 (year 2018), Average Future Daily Traffic: 71 (year 2040), Features Intersected: Barbours Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $63,000, Total Project Cost: $1,248,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 23701, Location: 0.15-RT311; 4.05-E.MAINT (Lat: 37.451261, Lng: -80.109803), Route carried "on" structure: County highway 618, Year Built: 1993, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 81 (year 2017), Average Future Daily Traffic: 118 (year 2040), Features Intersected: Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23701, Location: 0.15-RT311; 4.05-E.MAINT (Lat: 37.451261, Lng: -80.109803), Route carried "on" structure: County highway 618, Year Built: 1993, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 81 (year 2017), Average Future Daily Traffic: 118 (year 2040), Features Intersected: Broad Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous