Bridge Statistics for Bridgewater, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 210ft / 63.9mTotal length
- $1,479,000Total costs
- 36,846Total average daily traffic
- 1,368Total average daily truck traffic
- 42,930Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bridgewater
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 31950-1959
- 21970-1979
- 51980-1989
- 31990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 42.9%Very good
- 35.7%Good
- 7.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 42.9%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 28.6%Very good
- 28.6%Good
- 21.4%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 45.0%Very good
- 30.0%Good
- 25.0%Satisfactory
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Structure Number: 2077, Location: 0.86 RT 42 0.89 RT 699 (Lat: 38.346394, Lng: -79.018700), Route carried "on" structure: County highway 646, Year Built: 1940, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 591 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 650 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK, Facility Carried by Structure: FADLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, 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: 15.4m (50.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $30,000, Total Project Cost: $184,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2077, Location: 0.86 RT 42 0.89 RT 699 (Lat: 38.346394, Lng: -79.018700), Route carried "on" structure: County highway 646, Year Built: 1940, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 591 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 650 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK, Facility Carried by Structure: FADLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, 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: 15.4m (50.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $30,000, Total Project Cost: $184,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2354, Location: 0.04 RT 747 - 0.07 RT 42 (Lat: 38.357483, Lng: -79.030906), Route carried "on" structure: County highway 809, Year Built: 1958, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 1,417 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,559 (year 2040), Design Load: H 20, Features Intersected: MOSSY CREEK, Facility Carried by Structure: IRON WORKS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 2354, Location: 0.04 RT 747 - 0.07 RT 42 (Lat: 38.357483, Lng: -79.030906), Route carried "on" structure: County highway 809, Year Built: 1958, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 1,417 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,559 (year 2040), Design Load: H 20, Features Intersected: MOSSY CREEK, Facility Carried by Structure: IRON WORKS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 15795, Location: 0.13 RT 727 - 0.52 RT 699 (Lat: 38.377192, Lng: -78.982669), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.753, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 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: 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: Febuary 2022
Structure Number: 15795, Location: 0.13 RT 727 - 0.52 RT 699 (Lat: 38.377192, Lng: -78.982669), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.753, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 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: 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: Febuary 2022
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Structure Number: 15796, Location: 0.92 RT 728 - 0.01 RT 699 (Lat: 38.372639, Lng: -78.990508), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2022
Structure Number: 15796, Location: 0.92 RT 728 - 0.01 RT 699 (Lat: 38.372639, Lng: -78.990508), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2022
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Structure Number: 15797, Location: 0.35 RT 699 - 0.58 RT 728 (Lat: 38.371658, Lng: -78.996544), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 15797, Location: 0.35 RT 699 - 0.58 RT 728 (Lat: 38.371658, Lng: -78.996544), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 15798, Location: 0.24 RT 728 - 0.69 RT 699 (Lat: 38.370386, Lng: -79.002533), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 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: 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: Febuary 2022
Structure Number: 15798, Location: 0.24 RT 728 - 0.69 RT 699 (Lat: 38.370386, Lng: -79.002533), Route carried "on" structure: State highway 42, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 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: 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: Febuary 2022
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Structure Number: 15803, Location: 0.13 RT727-0.03 SCL BRIDW (Lat: 38.379067, Lng: -78.979972), Route carried "on" structure: State highway 42, Year Built: 1956, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 15, Features Intersected: NORTH RV @ BRIDGEWATER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.086, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.33m (33.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 15803, Location: 0.13 RT727-0.03 SCL BRIDW (Lat: 38.379067, Lng: -78.979972), Route carried "on" structure: State highway 42, Year Built: 1956, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 3,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 15, Features Intersected: NORTH RV @ BRIDGEWATER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.086, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.7 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.33m (33.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 15937, Location: 0.75 RT 727E-0.25 RT727W (Lat: 38.395172, Lng: -79.031497), Route carried "on" structure: County highway 613, Year Built: 1951, Status: Posted for load, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 2,622 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,671 (year 2040), Design Load: HS 15, Features Intersected: NORTH RIVER, Facility Carried by Structure: SPRING CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.802, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $19,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 15937, Location: 0.75 RT 727E-0.25 RT727W (Lat: 38.395172, Lng: -79.031497), Route carried "on" structure: County highway 613, Year Built: 1951, Status: Posted for load, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 2,622 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,671 (year 2040), Design Load: HS 15, Features Intersected: NORTH RIVER, Facility Carried by Structure: SPRING CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.802, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $19,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 16075, Location: 0.03 RT 42 - 1.27 RT 888 (Lat: 38.377500, Lng: -78.981211), Route carried "on" structure: County highway 727, Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,094 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,932 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK, Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 16075, Location: 0.03 RT 42 - 1.27 RT 888 (Lat: 38.377500, Lng: -78.981211), Route carried "on" structure: County highway 727, Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,094 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,932 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONG GLADE CREEK, Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1608, Location: 1.07 RT 613 - 0.03 RT 747 (Lat: 38.386881, Lng: -79.014267), Route carried "on" structure: County highway 727, Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 2,931 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,224 (year 2040), Design Load: HS 20, Features Intersected: MOSSY CREEK, Facility Carried by Structure: SPRING CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 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: Equal to present minimum 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, Membrane: Preformed Fabric
Structure Number: 1608, Location: 1.07 RT 613 - 0.03 RT 747 (Lat: 38.386881, Lng: -79.014267), Route carried "on" structure: County highway 727, Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 2,931 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,224 (year 2040), Design Load: HS 20, Features Intersected: MOSSY CREEK, Facility Carried by Structure: SPRING CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.326, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 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: Equal to present minimum 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, Membrane: Preformed Fabric
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Structure Number: 16091, Location: 0.78 RT 738 - 0.01 RT 743 (Lat: 38.436603, Lng: -79.009831), Route carried "on" structure: County highway 734, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 406 (year 2015), Average Future Daily Traffic: 500 (year 2040), Features Intersected: HONEY RUN, Facility Carried by Structure: LUMBER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 16091, Location: 0.78 RT 738 - 0.01 RT 743 (Lat: 38.436603, Lng: -79.009831), Route carried "on" structure: County highway 734, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 406 (year 2015), Average Future Daily Traffic: 500 (year 2040), Features Intersected: HONEY RUN, Facility Carried by Structure: LUMBER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 161, Location: 0.40 RT739N - 0.02 RT739S (Lat: 38.442200, Lng: -79.015100), Route carried "on" structure: County highway 743, Year Built: 1981, Year Reconstructed: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 109 (year 2018), Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20+Mod, Features Intersected: HONEY RUN, Facility Carried by Structure: HONEY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 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: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 161, Location: 0.40 RT739N - 0.02 RT739S (Lat: 38.442200, Lng: -79.015100), Route carried "on" structure: County highway 743, Year Built: 1981, Year Reconstructed: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 109 (year 2018), Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20+Mod, Features Intersected: HONEY RUN, Facility Carried by Structure: HONEY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 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: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 16106, Location: 0.08 RT 870 - 0.15 RT 613 (Lat: 38.400406, Lng: -79.031706), Route carried "on" structure: Alternate County highway 748, Year Built: 1925, Year Reconstructed: 2007, Status: Posted for load, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 263 (year 2015), Average Future Daily Traffic: 328 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: THOMAS SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $325,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16106, Location: 0.08 RT 870 - 0.15 RT 613 (Lat: 38.400406, Lng: -79.031706), Route carried "on" structure: Alternate County highway 748, Year Built: 1925, Year Reconstructed: 2007, Status: Posted for load, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 263 (year 2015), Average Future Daily Traffic: 328 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: THOMAS SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.270, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $325,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16109, Location: 0.90 RT 870 -0.65 RT 613 (Lat: 38.399078, Lng: -79.023406), Route carried "on" structure: County highway 748, Year Built: 1925, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 220 (year 2015), Average Future Daily Traffic: 330 (year 2040), Features Intersected: BEAVER CREEK, Facility Carried by Structure: THOMAS SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.089, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $22,000, Total Project Cost: $578,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16109, Location: 0.90 RT 870 -0.65 RT 613 (Lat: 38.399078, Lng: -79.023406), Route carried "on" structure: County highway 748, Year Built: 1925, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 220 (year 2015), Average Future Daily Traffic: 330 (year 2040), Features Intersected: BEAVER CREEK, Facility Carried by Structure: THOMAS SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.089, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $22,000, Total Project Cost: $578,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16114, Location: 0.02 RT 737 - 0.48 RT 738 (Lat: 38.433692, Lng: -78.985472), Route carried "on" structure: County highway 752, Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 713 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 829 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY RIVER, Facility Carried by Structure: RUSHVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.930, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 16114, Location: 0.02 RT 737 - 0.48 RT 738 (Lat: 38.433692, Lng: -78.985472), Route carried "on" structure: County highway 752, Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 713 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 829 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY RIVER, Facility Carried by Structure: RUSHVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.930, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 24281, Location: 0.00 BRDWT CL-0.45 DEAD E (Lat: 38.392106, Lng: -78.980572), Route carried "on" structure: County highway 1306, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 138 (year 2018), Average Future Daily Traffic: 147 (year 2040), Design Load: HS 20, Features Intersected: DRY RIVER, Facility Carried by Structure: NORTH RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 24281, Location: 0.00 BRDWT CL-0.45 DEAD E (Lat: 38.392106, Lng: -78.980572), Route carried "on" structure: County highway 1306, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 138 (year 2018), Average Future Daily Traffic: 147 (year 2040), Design Load: HS 20, Features Intersected: DRY RIVER, Facility Carried by Structure: NORTH RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 24579, Location: 0.60 RT 613-0.35 RT 745 (Lat: 38.409039, Lng: -79.028642), Route carried "on" structure: County highway 752, Year Built: 1995, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 321 (year 2018), Average Future Daily Traffic: 376 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: BEAVER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24579, Location: 0.60 RT 613-0.35 RT 745 (Lat: 38.409039, Lng: -79.028642), Route carried "on" structure: County highway 752, Year Built: 1995, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 321 (year 2018), Average Future Daily Traffic: 376 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: BEAVER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27077, Location: 0.30 RT 738 - 0.10 RT 743 (Lat: 38.427919, Lng: -78.998678), Route carried "on" structure: County highway 752, Year Built: 2001, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 154 (year 2015), Average Future Daily Traffic: 231 (year 2040), Design Load: HS 20+Mod, Features Intersected: HONEY RUN, Facility Carried by Structure: KELLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.469, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 27077, Location: 0.30 RT 738 - 0.10 RT 743 (Lat: 38.427919, Lng: -78.998678), Route carried "on" structure: County highway 752, Year Built: 2001, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 154 (year 2015), Average Future Daily Traffic: 231 (year 2040), Design Load: HS 20+Mod, Features Intersected: HONEY RUN, Facility Carried by Structure: KELLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.469, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 2928, Location: 0.50 RT 712 - 1.00 RT 42 (Lat: 38.390200, Lng: -78.947500), Route carried "on" structure: County highway 704, Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,438 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,321 (year 2040), Features Intersected: COOKS CREEK, Facility Carried by Structure: OAKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 15.2m (49.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 2928, Location: 0.50 RT 712 - 1.00 RT 42 (Lat: 38.390200, Lng: -78.947500), Route carried "on" structure: County highway 704, Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,438 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,321 (year 2040), Features Intersected: COOKS CREEK, Facility Carried by Structure: OAKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 15.2m (49.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 2020, 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: 29418, Location: 0.18 RT 738W-0.02 RT 738E (Lat: 38.407556, Lng: -78.976094), Route carried "on" structure: State highway 257, Year Built: 2018, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,599 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,105 (year 2040), Design Load: HL 93, Features Intersected: Dry River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: Integral Concrete, Deck Protection: Other
Structure Number: 29418, Location: 0.18 RT 738W-0.02 RT 738E (Lat: 38.407556, Lng: -78.976094), Route carried "on" structure: State highway 257, Year Built: 2018, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,599 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,105 (year 2040), Design Load: HL 93, Features Intersected: Dry River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: Integral Concrete, Deck Protection: Other