Bridge Statistics for Madison, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 43ft / 13.3mTotal length
- $92,000Total costs
- 8,737Total average daily traffic
- 87Total average daily truck traffic
- 11,209Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Madison
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31960-1969
- 11970-1979
- 41980-1989
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Excellent
- 60.0%Good
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 72.7%Satisfactory
- 27.3%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
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Structure Number: 11732, Location: .66 From 662 & .71 To 714 (Lat: 38.317644, Lng: -78.271344), Route carried "on" structure: State highway 231, Year Built: 1945, Year Reconstructed: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: S Fork of Beautiful Run, Facility Carried by Structure: S Blue Ridge Tpk.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11732, Location: .66 From 662 & .71 To 714 (Lat: 38.317644, Lng: -78.271344), Route carried "on" structure: State highway 231, Year Built: 1945, Year Reconstructed: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: S Fork of Beautiful Run, Facility Carried by Structure: S Blue Ridge Tpk.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11743, Location: .95 From 711 & .15 To 624 (Lat: 38.319717, Lng: -78.253369), Route carried "on" structure: County highway 607, Year Built: 1964, Year Reconstructed: 2021, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 303 (year 2020), Average Future Daily Traffic: 424 (year 2040), Design Load: HL 93, Features Intersected: Beautiful Run, Facility Carried by Structure: Repton Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 11743, Location: .95 From 711 & .15 To 624 (Lat: 38.319717, Lng: -78.253369), Route carried "on" structure: County highway 607, Year Built: 1964, Year Reconstructed: 2021, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 303 (year 2020), Average Future Daily Traffic: 424 (year 2040), Design Load: HL 93, Features Intersected: Beautiful Run, Facility Carried by Structure: Repton Mills Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 11752, Location: 1.50 From 230& .10 To 625 (Lat: 38.349111, Lng: -78.237728), Route carried "on" structure: County highway 616, Year Built: 1985, Year Reconstructed: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 926 (year 2014), Average Future Daily Traffic: 1,397 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dark Run, Facility Carried by Structure: Carpenters Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
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: Febuary 2021
Structure Number: 11752, Location: 1.50 From 230& .10 To 625 (Lat: 38.349111, Lng: -78.237728), Route carried "on" structure: County highway 616, Year Built: 1985, Year Reconstructed: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 926 (year 2014), Average Future Daily Traffic: 1,397 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dark Run, Facility Carried by Structure: Carpenters Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
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: Febuary 2021
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Structure Number: 11762, Location: 1.40 From 634 &.60 To 230 (Lat: 38.352639, Lng: -78.259506), Route carried "on" structure: County highway 626, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 873 (year 2020), Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dark Run, Facility Carried by Structure: Oneals Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 11762, Location: 1.40 From 634 &.60 To 230 (Lat: 38.352639, Lng: -78.259506), Route carried "on" structure: County highway 626, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 873 (year 2020), Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dark Run, Facility Carried by Structure: Oneals Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 11797, Location: .45 From 673 &2.85 To 656 (Lat: 38.385106, Lng: -78.262833), Route carried "on" structure: County highway 652, Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 230 (year 2020), Average Future Daily Traffic: 322 (year 2040), Design Load: HS 20, Features Intersected: White Oak Run, Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2020
Structure Number: 11797, Location: .45 From 673 &2.85 To 656 (Lat: 38.385106, Lng: -78.262833), Route carried "on" structure: County highway 652, Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 230 (year 2020), Average Future Daily Traffic: 322 (year 2040), Design Load: HS 20, Features Intersected: White Oak Run, Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2020
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Structure Number: 11801, Location: .76From 29 Bus&2.14 To658 (Lat: 38.378900, Lng: -78.270794), Route carried "on" structure: County highway 657, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 118 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2040), Features Intersected: White Oak Run, Facility Carried by Structure: Thrift Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $15,000, Total Project Cost: $92,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11801, Location: .76From 29 Bus&2.14 To658 (Lat: 38.378900, Lng: -78.270794), Route carried "on" structure: County highway 657, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 118 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2040), Features Intersected: White Oak Run, Facility Carried by Structure: Thrift Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $15,000, Total Project Cost: $92,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11803, Location: .30 From 657& 3.50 To 656 (Lat: 38.366917, Lng: -78.301292), Route carried "on" structure: County highway 658, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 97 (year 2020), Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20+Mod, Features Intersected: Branch of White Oak Run, Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 11803, Location: .30 From 657& 3.50 To 656 (Lat: 38.366917, Lng: -78.301292), Route carried "on" structure: County highway 658, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 97 (year 2020), Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20+Mod, Features Intersected: Branch of White Oak Run, Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 11805, Location: 3.75 From 657 &.05 To 656 (Lat: 38.393944, Lng: -78.314006), Route carried "on" structure: County highway 658, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 97 (year 2020), Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20, Features Intersected: White Oak Run, Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 11805, Location: 3.75 From 657 &.05 To 656 (Lat: 38.393944, Lng: -78.314006), Route carried "on" structure: County highway 658, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 97 (year 2020), Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20, Features Intersected: White Oak Run, Facility Carried by Structure: Ruth Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 11831, Location: .88 From 29 & .54 To 634 (Lat: 38.382300, Lng: -78.234350), Route carried "on" structure: County highway 722, Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,727 (year 2020), Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: Little Dark Run, Facility Carried by Structure: Fishback Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State 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: 2.0m (6.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: December 2020
Structure Number: 11831, Location: .88 From 29 & .54 To 634 (Lat: 38.382300, Lng: -78.234350), Route carried "on" structure: County highway 722, Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,727 (year 2020), Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: Little Dark Run, Facility Carried by Structure: Fishback Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State 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: 2.0m (6.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: December 2020
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Structure Number: 27383, Location: .64 Fr MadNCL&4.29 To 609 (Lat: 38.393442, Lng: -78.253597), Route carried "on" structure: State highway 231, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,216 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,502 (year 2040), Design Load: HS 20+Mod, Features Intersected: White Oak Run, Facility Carried by Structure: N Blue Ridge Tpk.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.739, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing
Structure Number: 27383, Location: .64 Fr MadNCL&4.29 To 609 (Lat: 38.393442, Lng: -78.253597), Route carried "on" structure: State highway 231, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,216 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,502 (year 2040), Design Load: HS 20+Mod, Features Intersected: White Oak Run, Facility Carried by Structure: N Blue Ridge Tpk.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.739, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing
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Structure Number: 30251, Location: .16 From 1035 &.26 To End (Lat: 38.383611, Lng: -78.232056), Route carried "on" structure: County highway 1036, Year Built: 2005, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 50 (year 2008), Average Future Daily Traffic: 150 (year 2036), Features Intersected: Little Dark Run, Facility Carried by Structure: Bridle Trail Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 30251, Location: .16 From 1035 &.26 To End (Lat: 38.383611, Lng: -78.232056), Route carried "on" structure: County highway 1036, Year Built: 2005, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 50 (year 2008), Average Future Daily Traffic: 150 (year 2036), Features Intersected: Little Dark Run, Facility Carried by Structure: Bridle Trail Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021