Bridge Statistics for Amelia Court House, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 75ft / 22.8mTotal length
- $1,381,000Total costs
- 40,608Total average daily traffic
- 2,282Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Amelia Court House
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41960-1969
- 11970-1979
- 21980-1989
- 12000-2009
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 42.9%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 11.1%Satisfactory
- 77.8%Fair
- 11.1%Poor
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Poor
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Structure Number: 1221, Location: 0.23 Fr 360 & 0.10 To 614 (Lat: 37.339319, Lng: -77.991208), Route carried "on" structure: Business US 360, Year Built: 1939, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 3,944 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,338 (year 2040), Design Load: H 20, Features Intersected: NS RAILWAY, Facility Carried by Structure: GOODES BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1221, Location: 0.23 Fr 360 & 0.10 To 614 (Lat: 37.339319, Lng: -77.991208), Route carried "on" structure: Business US 360, Year Built: 1939, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 3,944 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,338 (year 2040), Design Load: H 20, Features Intersected: NS RAILWAY, Facility Carried by Structure: GOODES BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1223, Location: 0.62 Fr 624 & 0.88 To 360 (Lat: 37.335211, Lng: -78.009608), Route carried "on" structure: US 360, Year Built: 1930, Year Reconstructed: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,770 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,078 (year 2040), Design Load: H 15, Features Intersected: S BR NIBBS CREEK, Facility Carried by Structure: PATRICK HENRY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.833, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $60,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1223, Location: 0.62 Fr 624 & 0.88 To 360 (Lat: 37.335211, Lng: -78.009608), Route carried "on" structure: US 360, Year Built: 1930, Year Reconstructed: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,770 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,078 (year 2040), Design Load: H 15, Features Intersected: S BR NIBBS CREEK, Facility Carried by Structure: PATRICK HENRY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.833, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $60,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1229, Location: .63 Fr 624 & .87 To 360 B (Lat: 37.334928, Lng: -78.009669), Route carried "on" structure: US 360, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,770 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,078 (year 2040), Design Load: HS 20, Features Intersected: S BR NIBBS CREEK, Facility Carried by Structure: PATRICK HENRY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.843, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: October 2020
Structure Number: 1229, Location: .63 Fr 624 & .87 To 360 B (Lat: 37.334928, Lng: -78.009669), Route carried "on" structure: US 360, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,770 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,078 (year 2040), Design Load: HS 20, Features Intersected: S BR NIBBS CREEK, Facility Carried by Structure: PATRICK HENRY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.843, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: October 2020
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Structure Number: 1259, Location: 2.00 Fr 38 & 1.81 To 360 (Lat: 37.337714, Lng: -77.932178), Route carried "on" structure: County highway 627, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 513 (year 2015), Average Future Daily Traffic: 766 (year 2040), Design Load: H 20, Features Intersected: SMACKS CREEK, Facility Carried by Structure: CHEATHAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 6 months, Inspection Date: October 2021
Structure Number: 1259, Location: 2.00 Fr 38 & 1.81 To 360 (Lat: 37.337714, Lng: -77.932178), Route carried "on" structure: County highway 627, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 513 (year 2015), Average Future Daily Traffic: 766 (year 2040), Design Load: H 20, Features Intersected: SMACKS CREEK, Facility Carried by Structure: CHEATHAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 6 months, Inspection Date: October 2021
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Structure Number: 1261, Location: 1.70 Fr 661 & 0.30 To 609 (Lat: 37.392239, Lng: -77.970467), Route carried "on" structure: County highway 630, Year Built: 1962, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 533 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 586 (year 2040), Features Intersected: NIBBS CREEK, Facility Carried by Structure: WINTERHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.360, 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: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,141,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1261, Location: 1.70 Fr 661 & 0.30 To 609 (Lat: 37.392239, Lng: -77.970467), Route carried "on" structure: County highway 630, Year Built: 1962, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 533 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 586 (year 2040), Features Intersected: NIBBS CREEK, Facility Carried by Structure: WINTERHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.360, 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: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,141,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1267, Location: 1.05 Fr 661 & 0.80 To 609 (Lat: 37.398269, Lng: -77.954564), Route carried "on" structure: County highway 636, Year Built: 1960, Status: Posted for load, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 239 (year 2018), Average Future Daily Traffic: 266 (year 2040), Design Load: H 15, Features Intersected: NIBBS CREEK, Facility Carried by Structure: NORTH LODORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.533, 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: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1267, Location: 1.05 Fr 661 & 0.80 To 609 (Lat: 37.398269, Lng: -77.954564), Route carried "on" structure: County highway 636, Year Built: 1960, Status: Posted for load, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 239 (year 2018), Average Future Daily Traffic: 266 (year 2040), Design Load: H 15, Features Intersected: NIBBS CREEK, Facility Carried by Structure: NORTH LODORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.533, 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: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1285, Location: 0.32 Fr 681 & 0.14 To 360 (Lat: 37.344667, Lng: -77.988164), Route carried "on" structure: County highway 656, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,768 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,242 (year 2040), Design Load: H 20, Features Intersected: COURTHOUSE BRANCH, Facility Carried by Structure: AMELIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 1285, Location: 0.32 Fr 681 & 0.14 To 360 (Lat: 37.344667, Lng: -77.988164), Route carried "on" structure: County highway 656, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,768 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,242 (year 2040), Design Load: H 20, Features Intersected: COURTHOUSE BRANCH, Facility Carried by Structure: AMELIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 1291, Location: 1.38 Fr 656 & 1.18 To 630 (Lat: 37.366483, Lng: -77.994825), Route carried "on" structure: County highway 681, Year Built: 1983, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 1,622 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,974 (year 2040), Design Load: HS 20+Mod, Features Intersected: NIBBS CREEK, Facility Carried by Structure: PRIDESVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.967, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.4 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1291, Location: 1.38 Fr 656 & 1.18 To 630 (Lat: 37.366483, Lng: -77.994825), Route carried "on" structure: County highway 681, Year Built: 1983, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 1,622 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,974 (year 2040), Design Load: HS 20+Mod, Features Intersected: NIBBS CREEK, Facility Carried by Structure: PRIDESVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.967, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.4 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1293, Location: 0.69 FR 624 & 1.11 TO 639 (Lat: 37.340950, Lng: -78.031328), Route carried "on" structure: County highway 687, Year Built: 1971, Year Reconstructed: 2019, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 479 (year 2018), Average Future Daily Traffic: 532 (year 2040), Design Load: H 20, Features Intersected: NIBBS CREEK, Facility Carried by Structure: HARRISONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 1293, Location: 0.69 FR 624 & 1.11 TO 639 (Lat: 37.340950, Lng: -78.031328), Route carried "on" structure: County highway 687, Year Built: 1971, Year Reconstructed: 2019, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 479 (year 2018), Average Future Daily Traffic: 532 (year 2040), Design Load: H 20, Features Intersected: NIBBS CREEK, Facility Carried by Structure: HARRISONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 26265, Location: 1.79 Fr 629 & 0.62 To 630 (Lat: 37.385422, Lng: -77.979275), Route carried "on" structure: County highway 609, Year Built: 2000, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,593 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,190 (year 2040), Design Load: HS 20+Mod, Features Intersected: NIBBS CREEK, Facility Carried by Structure: GRUBB HILL CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26265, Location: 1.79 Fr 629 & 0.62 To 630 (Lat: 37.385422, Lng: -77.979275), Route carried "on" structure: County highway 609, Year Built: 2000, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,593 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,190 (year 2040), Design Load: HS 20+Mod, Features Intersected: NIBBS CREEK, Facility Carried by Structure: GRUBB HILL CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30218, Location: .26 FR 609 .33 to 647 (Lat: 37.356883, Lng: -77.968361), Route carried "on" structure: US 360, Year Built: 2021, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 14,477 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,599 (year 2040), Design Load: HL 93, Features Intersected: NS RAILWAY & RTE 360BUS, Facility Carried by Structure: WBL PAT HENRY HWY
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 170.381, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 30218, Location: .26 FR 609 .33 to 647 (Lat: 37.356883, Lng: -77.968361), Route carried "on" structure: US 360, Year Built: 2021, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 14,477 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,599 (year 2040), Design Load: HL 93, Features Intersected: NS RAILWAY & RTE 360BUS, Facility Carried by Structure: WBL PAT HENRY HWY
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 170.381, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 30218, Location: .26 FR 609 .33 to 647 (Lat: 37.356883, Lng: -77.968361), Route carried "under" structure: Business US 360, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 3%, Features Intersected: NS RAILWAY & RTE 360BUS, Facility Carried by Structure: WBL PAT HENRY HWY
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 3.364, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)
Structure Number: 30218, Location: .26 FR 609 .33 to 647 (Lat: 37.356883, Lng: -77.968361), Route carried "under" structure: Business US 360, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 3%, Features Intersected: NS RAILWAY & RTE 360BUS, Facility Carried by Structure: WBL PAT HENRY HWY
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 3.364, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)