Bridge Statistics for Brightwood, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 141ft / 42.8mTotal length
- $700,000Total costs
- 34,874Total average daily traffic
- 1,852Total average daily truck traffic
- 47,900Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brightwood
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 71960-1969
- 31970-1979
- 41990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Superstructure
- 30.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 30.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 6.3%Good
- 62.5%Satisfactory
- 18.8%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 83.3%Satisfactory
- 16.7%Fair
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Structure Number: 5591, Location: Madison / Culpeper CL (Lat: 38.443819, Lng: -78.131678), Route carried "on" structure: US 29, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,325 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,656 (year 2040), Design Load: HS 20, Features Intersected: Crooked Run, Facility Carried by Structure: JamesMonroeHwy SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5591, Location: Madison / Culpeper CL (Lat: 38.443819, Lng: -78.131678), Route carried "on" structure: US 29, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,325 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,656 (year 2040), Design Load: HS 20, Features Intersected: Crooked Run, Facility Carried by Structure: JamesMonroeHwy SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 117, Location: .11 From 636 & .38 To 603 (Lat: 38.399886, Lng: -78.227747), Route carried "on" structure: US 29, Year Built: 1970, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 7,235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,129 (year 2040), Design Load: HS 20, Features Intersected: Robinson River, Facility Carried by Structure: SBL Seminole Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 267.786, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 117, Location: .11 From 636 & .38 To 603 (Lat: 38.399886, Lng: -78.227747), Route carried "on" structure: US 29, Year Built: 1970, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 7,235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,129 (year 2040), Design Load: HS 20, Features Intersected: Robinson River, Facility Carried by Structure: SBL Seminole Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 267.786, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11702, Location: .75 From 630 & .66 To 631 (Lat: 38.432183, Lng: -78.162622), Route carried "on" structure: US 29, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,874 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,624 (year 2040), Design Load: H 15, Features Intersected: Little Crooked Run, Facility Carried by Structure: S. Seminole Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 274.688, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11702, Location: .75 From 630 & .66 To 631 (Lat: 38.432183, Lng: -78.162622), Route carried "on" structure: US 29, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,874 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,624 (year 2040), Design Load: H 15, Features Intersected: Little Crooked Run, Facility Carried by Structure: S. Seminole Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 274.688, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1174, Location: 1.18 From 638 & .30 To 29 (Lat: 38.406039, Lng: -78.223456), Route carried "on" structure: County highway 603, Year Built: 1967, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 825 (year 2020), Average Future Daily Traffic: 908 (year 2040), Design Load: HS 20+Mod, Features Intersected: Deep Run, Facility Carried by Structure: Hebron Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1174, Location: 1.18 From 638 & .30 To 29 (Lat: 38.406039, Lng: -78.223456), Route carried "on" structure: County highway 603, Year Built: 1967, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 825 (year 2020), Average Future Daily Traffic: 908 (year 2040), Design Load: HS 20+Mod, Features Intersected: Deep Run, Facility Carried by Structure: Hebron Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11741, Location: .90 From 606 & .90 To 609 (Lat: 38.472633, Lng: -78.190478), Route carried "on" structure: County highway 605, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 45 (year 2020), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20+Mod, Features Intersected: Deep Run, Facility Carried by Structure: Novum Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.665, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 11741, Location: .90 From 606 & .90 To 609 (Lat: 38.472633, Lng: -78.190478), Route carried "on" structure: County highway 605, Year Built: 1990, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 45 (year 2020), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20+Mod, Features Intersected: Deep Run, Facility Carried by Structure: Novum Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.665, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 11744, Location: 1.47 From 702&1.03 To 634 (Lat: 38.382444, Lng: -78.183325), Route carried "on" structure: County highway 607, Year Built: 1976, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 171 (year 2020), Average Future Daily Traffic: 239 (year 2040), Design Load: HS 20, Features Intersected: Robinson River, Facility Carried by Structure: Lillards Ford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.338, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.2m (3.9ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $50,000, Total Project Cost: $700,000
Structure Number: 11744, Location: 1.47 From 702&1.03 To 634 (Lat: 38.382444, Lng: -78.183325), Route carried "on" structure: County highway 607, Year Built: 1976, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 171 (year 2020), Average Future Daily Traffic: 239 (year 2040), Design Load: HS 20, Features Intersected: Robinson River, Facility Carried by Structure: Lillards Ford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.338, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.2m (3.9ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $50,000, Total Project Cost: $700,000
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Structure Number: 11748, Location: .87 From 605 &1.30 To 607 (Lat: 38.459553, Lng: -78.184169), Route carried "on" structure: County highway 609, Year Built: 1959, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 903 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 993 (year 2040), Design Load: HS 15, Features Intersected: Deep Run, Facility Carried by Structure: W Hoover Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.555, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11748, Location: .87 From 605 &1.30 To 607 (Lat: 38.459553, Lng: -78.184169), Route carried "on" structure: County highway 609, Year Built: 1959, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 903 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 993 (year 2040), Design Load: HS 15, Features Intersected: Deep Run, Facility Carried by Structure: W Hoover Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.555, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11753, Location: 1.85 From 631 &.01 To 632 (Lat: 38.381833, Lng: -78.148942), Route carried "on" structure: County highway 618, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 260 (year 2020), Average Future Daily Traffic: 286 (year 2040), Design Load: HS 20, Features Intersected: Br. Robinson River, Facility Carried by Structure: Fords Shop Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 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: April 2021
Structure Number: 11753, Location: 1.85 From 631 &.01 To 632 (Lat: 38.381833, Lng: -78.148942), Route carried "on" structure: County highway 618, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 260 (year 2020), Average Future Daily Traffic: 286 (year 2040), Design Load: HS 20, Features Intersected: Br. Robinson River, Facility Carried by Structure: Fords Shop Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 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: April 2021
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Structure Number: 11764, Location: .55 From 699 & .45 To 607 (Lat: 38.404622, Lng: -78.192100), Route carried "on" structure: County highway 629, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 397 (year 2020), Average Future Daily Traffic: 556 (year 2040), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: Spring Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: March 2022
Structure Number: 11764, Location: .55 From 699 & .45 To 607 (Lat: 38.404622, Lng: -78.192100), Route carried "on" structure: County highway 629, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 397 (year 2020), Average Future Daily Traffic: 556 (year 2040), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: Spring Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.969, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: March 2022
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Structure Number: 11768, Location: .01 From 618 &1.00 To 634 (Lat: 38.380625, Lng: -78.149289), Route carried "on" structure: County highway 632, Year Built: 1964, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 311 (year 2020), Average Future Daily Traffic: 342 (year 2040), Design Load: HS 15, Features Intersected: Robinson River, Facility Carried by Structure: Beahm Town Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11768, Location: .01 From 618 &1.00 To 634 (Lat: 38.380625, Lng: -78.149289), Route carried "on" structure: County highway 632, Year Built: 1964, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 311 (year 2020), Average Future Daily Traffic: 342 (year 2040), Design Load: HS 15, Features Intersected: Robinson River, Facility Carried by Structure: Beahm Town Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11773, Location: .60 From 29 & .50 To 639 (Lat: 38.414525, Lng: -78.219175), Route carried "on" structure: County highway 638, Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 34 (year 2020), Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: Deep Run, Facility Carried by Structure: Hebron Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.344, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11773, Location: .60 From 29 & .50 To 639 (Lat: 38.414525, Lng: -78.219175), Route carried "on" structure: County highway 638, Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 34 (year 2020), Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: Deep Run, Facility Carried by Structure: Hebron Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.344, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11776, Location: .83 From 603 & .55 To 653 (Lat: 38.411453, Lng: -78.240200), Route carried "on" structure: County highway 638, Year Built: 1966, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 298 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 328 (year 2040), Design Load: HS 20+Mod, Features Intersected: Robinson River, Facility Carried by Structure: Hebron Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11776, Location: .83 From 603 & .55 To 653 (Lat: 38.411453, Lng: -78.240200), Route carried "on" structure: County highway 638, Year Built: 1966, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 298 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 328 (year 2040), Design Load: HS 20+Mod, Features Intersected: Robinson River, Facility Carried by Structure: Hebron Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11778, Location: .80 From 639 & .40 To 604 (Lat: 38.445975, Lng: -78.217211), Route carried "on" structure: County highway 640, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 47 (year 2020), Average Future Daily Traffic: 66 (year 2040), Design Load: HS 20+Mod, Features Intersected: Deep Run, Facility Carried by Structure: Mill Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.637, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 11778, Location: .80 From 639 & .40 To 604 (Lat: 38.445975, Lng: -78.217211), Route carried "on" structure: County highway 640, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 47 (year 2020), Average Future Daily Traffic: 66 (year 2040), Design Load: HS 20+Mod, Features Intersected: Deep Run, Facility Carried by Structure: Mill Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.637, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 25102, Location: .35 From 702 & .97 To 722 (Lat: 38.376706, Lng: -78.214239), Route carried "on" structure: County highway 634, Year Built: 1997, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 957 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,273 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dark Run, Facility Carried by Structure: Oak Park Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.040, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25102, Location: .35 From 702 & .97 To 722 (Lat: 38.376706, Lng: -78.214239), Route carried "on" structure: County highway 634, Year Built: 1997, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 957 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,273 (year 2040), Design Load: HS 20+Mod, Features Intersected: Dark Run, Facility Carried by Structure: Oak Park Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.040, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25103, Location: .25 From 702 &1.07 To 722 (Lat: 38.376833, Lng: -78.212542), Route carried "on" structure: County highway 634, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 957 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,273 (year 2040), Design Load: HS 20+Mod, Features Intersected: Stream, Facility Carried by Structure: Oak Park Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 25103, Location: .25 From 702 &1.07 To 722 (Lat: 38.376833, Lng: -78.212542), Route carried "on" structure: County highway 634, Year Built: 1997, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 957 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,273 (year 2040), Design Load: HS 20+Mod, Features Intersected: Stream, Facility Carried by Structure: Oak Park Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 25693, Location: .40 From 603 & .05 To 636 (Lat: 38.399739, Lng: -78.227550), Route carried "on" structure: US 29, Year Built: 1998, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 7,235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,129 (year 2040), Design Load: HS 20+Mod, Features Intersected: Robinson River, Facility Carried by Structure: NBL Seminole Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 267.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.7 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25693, Location: .40 From 603 & .05 To 636 (Lat: 38.399739, Lng: -78.227550), Route carried "on" structure: US 29, Year Built: 1998, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 7,235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,129 (year 2040), Design Load: HS 20+Mod, Features Intersected: Robinson River, Facility Carried by Structure: NBL Seminole Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 267.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 80.7 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing