Bridge Statistics for Goochland, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 299ft / 90.7mTotal length
- $9,367,000Total costs
- 129,259Total average daily traffic
- 6,445Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Goochland
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11950-1959
- 131960-1969
- 21970-1979
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 16.7%Good
- 58.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 8.3%Good
- 75.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Good
- 58.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 28.6%Satisfactory
- 50.0%Fair
- 21.4%Poor
- Bridge Condition - Culverts
- 28.6%Satisfactory
- 71.4%Fair
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Structure Number: 856, Location: 1.61 Fr 615 & 1.03 To 600 (Lat: 37.711283, Lng: -77.963481), Route carried "on" structure: State highway 6, Year Built: 1930, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,567 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,956 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG LICKINGHOLE CREEK, Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.321, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 856, Location: 1.61 Fr 615 & 1.03 To 600 (Lat: 37.711283, Lng: -77.963481), Route carried "on" structure: State highway 6, Year Built: 1930, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,567 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,956 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG LICKINGHOLE CREEK, Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.321, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8602, Location: 0.08 Fr 710 & 0.12 To 710 (Lat: 37.667289, Lng: -77.884878), Route carried "on" structure: US 522, Year Built: 1972, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,993 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,492 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX TRANSPORTATION, Facility Carried by Structure: MAIDENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,555,000, Roadway Improvement Cost: $90,000, Total Project Cost: $2,139,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8602, Location: 0.08 Fr 710 & 0.12 To 710 (Lat: 37.667289, Lng: -77.884878), Route carried "on" structure: US 522, Year Built: 1972, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,993 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,492 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX TRANSPORTATION, Facility Carried by Structure: MAIDENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,555,000, Roadway Improvement Cost: $90,000, Total Project Cost: $2,139,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8603, Location: 2.53 Fr 625 & 1.20 To 6 (Lat: 37.692164, Lng: -77.955972), Route carried "on" structure: County highway 600, Year Built: 1954, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 949 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,044 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG LICKINGHOLE CREEK, Facility Carried by Structure: ROCK CASTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8603, Location: 2.53 Fr 625 & 1.20 To 6 (Lat: 37.692164, Lng: -77.955972), Route carried "on" structure: County highway 600, Year Built: 1954, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 949 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,044 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIG LICKINGHOLE CREEK, Facility Carried by Structure: ROCK CASTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8624, Location: 2.31 Fr 615 & 1.5 To 614 (Lat: 37.737553, Lng: -77.955497), Route carried "on" structure: County highway 613, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 254 (year 2018), Average Future Daily Traffic: 366 (year 2040), Design Load: H 20, Features Intersected: BIG LICKINGHOLE CREEK, Facility Carried by Structure: RIDDLES BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 8624, Location: 2.31 Fr 615 & 1.5 To 614 (Lat: 37.737553, Lng: -77.955497), Route carried "on" structure: County highway 613, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 254 (year 2018), Average Future Daily Traffic: 366 (year 2040), Design Load: H 20, Features Intersected: BIG LICKINGHOLE CREEK, Facility Carried by Structure: RIDDLES BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 8646, Location: 0.76 Fr 637 & 1.40 To 250 (Lat: 37.698236, Lng: -77.822850), Route carried "on" structure: County highway 632, Year Built: 1966, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,311 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 9,359 (year 2040), Design Load: HS 20, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: FAIRGROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.018, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Fair, 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: 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: April 2021
Structure Number: 8646, Location: 0.76 Fr 637 & 1.40 To 250 (Lat: 37.698236, Lng: -77.822850), Route carried "on" structure: County highway 632, Year Built: 1966, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,311 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 9,359 (year 2040), Design Load: HS 20, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: FAIRGROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.018, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Fair, 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: 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: April 2021
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Structure Number: 8647, Location: 0.56 Fr 522 & 1.10 To 634 (Lat: 37.696764, Lng: -77.877622), Route carried "on" structure: County highway 632, Year Built: 1966, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,133 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,586 (year 2040), Design Load: HS 20, Features Intersected: COURTHOUSE CREEK, Facility Carried by Structure: FAIRGROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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: April 2021
Structure Number: 8647, Location: 0.56 Fr 522 & 1.10 To 634 (Lat: 37.696764, Lng: -77.877622), Route carried "on" structure: County highway 632, Year Built: 1966, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 6,133 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,586 (year 2040), Design Load: HS 20, Features Intersected: COURTHOUSE CREEK, Facility Carried by Structure: FAIRGROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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: April 2021
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Structure Number: 8649, Location: 0.50 FR 522 & 0.10 TO 672 (Lat: 37.725478, Lng: -77.880150), Route carried "on" structure: County highway 633, Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 675 (year 2018), Average Future Daily Traffic: 972 (year 2040), Design Load: HS 20, Features Intersected: COURTHOUSE CREEK, Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: 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: 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: 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: 8649, Location: 0.50 FR 522 & 0.10 TO 672 (Lat: 37.725478, Lng: -77.880150), Route carried "on" structure: County highway 633, Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 675 (year 2018), Average Future Daily Traffic: 972 (year 2040), Design Load: HS 20, Features Intersected: COURTHOUSE CREEK, Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: 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: 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: 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: 865, Location: 0.08 Fr 672 & 1.50 To 634 (Lat: 37.725217, Lng: -77.878692), Route carried "on" structure: County highway 633, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 675 (year 2018), Average Future Daily Traffic: 972 (year 2040), Design Load: HS 20, Features Intersected: COURTHOUSE CREEK BRANCH, Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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: 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: 865, Location: 0.08 Fr 672 & 1.50 To 634 (Lat: 37.725217, Lng: -77.878692), Route carried "on" structure: County highway 633, Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 675 (year 2018), Average Future Daily Traffic: 972 (year 2040), Design Load: HS 20, Features Intersected: COURTHOUSE CREEK BRANCH, Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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: 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: 8654, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.728708, Lng: -77.823950), Route carried "on" structure: County highway 635, Year Built: 1968, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 219 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 285 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64 EBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.944, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
Structure Number: 8654, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.728708, Lng: -77.823950), Route carried "on" structure: County highway 635, Year Built: 1968, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 219 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 285 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64 EBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.944, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
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Structure Number: 8656, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.729428, Lng: -77.823600), Route carried "on" structure: County highway 635, Year Built: 1968, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 219 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 285 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64 WBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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
Structure Number: 8656, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.729428, Lng: -77.823600), Route carried "on" structure: County highway 635, Year Built: 1968, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 219 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 285 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64 WBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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
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Structure Number: 8678, Location: 0.60 Fr 250 & 0.10 To 636 (Lat: 37.743164, Lng: -77.838203), Route carried "on" structure: County highway 702, Year Built: 1968, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 333 (year 2018), Average Future Daily Traffic: 335 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64, Facility Carried by Structure: PONY FARM RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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
Structure Number: 8678, Location: 0.60 Fr 250 & 0.10 To 636 (Lat: 37.743164, Lng: -77.838203), Route carried "on" structure: County highway 702, Year Built: 1968, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 333 (year 2018), Average Future Daily Traffic: 335 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64, Facility Carried by Structure: PONY FARM RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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
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Structure Number: 11474, Location: 0.13 Fr 701& 1.55 To 663 (Lat: 37.759150, Lng: -77.861906), Route carried "on" structure: County highway 611, Year Built: 1968, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 285 (year 2019), Average Future Daily Traffic: 402 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64, Facility Carried by Structure: DONGOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), 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: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
Structure Number: 11474, Location: 0.13 Fr 701& 1.55 To 663 (Lat: 37.759150, Lng: -77.861906), Route carried "on" structure: County highway 611, Year Built: 1968, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 285 (year 2019), Average Future Daily Traffic: 402 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE-64, Facility Carried by Structure: DONGOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), 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: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
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Structure Number: 13833, Location: 1.69 Fr DEnd & .35 T0 669 (Lat: 37.665064, Lng: -77.900114), Route carried "on" structure: State highway 313, Year Built: 1945, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 393 (year 1986), Average Future Daily Traffic: 926 (year 2040), Features Intersected: GRIGG LAKE, Facility Carried by Structure: BEAUMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $85,000, Total Project Cost: $339,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13833, Location: 1.69 Fr DEnd & .35 T0 669 (Lat: 37.665064, Lng: -77.900114), Route carried "on" structure: State highway 313, Year Built: 1945, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 393 (year 1986), Average Future Daily Traffic: 926 (year 2040), Features Intersected: GRIGG LAKE, Facility Carried by Structure: BEAUMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $85,000, Total Project Cost: $339,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13834, Location: GOOCHLAND & POWHATAN CLSC (Lat: 37.664122, Lng: -77.890206), Route carried "on" structure: US 522, Year Built: 1972, Status: Open, Structure Length: 30.85m (101.21ft), Average Daily Traffic: 4,993 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,492 (year 2040), Design Load: HS 20+Mod, Features Intersected: JAMES RIVER @
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.1m (125.0ft), 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: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.85m (101.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,215,000, Roadway Improvement Cost: $950,000, Total Project Cost: $5,415,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13834, Location: GOOCHLAND & POWHATAN CLSC (Lat: 37.664122, Lng: -77.890206), Route carried "on" structure: US 522, Year Built: 1972, Status: Open, Structure Length: 30.85m (101.21ft), Average Daily Traffic: 4,993 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,492 (year 2040), Design Load: HS 20+Mod, Features Intersected: JAMES RIVER @
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 38.1m (125.0ft), 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: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.85m (101.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,215,000, Roadway Improvement Cost: $950,000, Total Project Cost: $5,415,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24009, Location: 0.03 Fr 607 & 0.04 To 607 (Lat: 37.699878, Lng: -77.923353), Route carried "on" structure: State highway 6, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,474 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE CREEK, Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.4 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, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $32,000, Total Project Cost: $187,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24009, Location: 0.03 Fr 607 & 0.04 To 607 (Lat: 37.699878, Lng: -77.923353), Route carried "on" structure: State highway 6, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,474 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE CREEK, Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.4 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, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $32,000, Total Project Cost: $187,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24011, Location: 0.08 Fr 607 & 1.03 To 630 (Lat: 37.699519, Lng: -77.921153), Route carried "on" structure: State highway 6, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,474 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHENEY'S CREEK, Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.307, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.3 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, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $32,000, Total Project Cost: $187,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24011, Location: 0.08 Fr 607 & 1.03 To 630 (Lat: 37.699519, Lng: -77.921153), Route carried "on" structure: State highway 6, Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 4,474 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,759 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHENEY'S CREEK, Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.307, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.3 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, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $32,000, Total Project Cost: $187,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26113, Location: 0.05 Fr 6 & 0.80 To 730 (Lat: 37.670244, Lng: -77.880364), Route carried "on" structure: County highway 634, Year Built: 2003, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 2,350 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,290 (year 2040), Design Load: HS 20+Mod, Features Intersected: COURTHOUSE CREEK, Facility Carried by Structure: MAIDENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 26113, Location: 0.05 Fr 6 & 0.80 To 730 (Lat: 37.670244, Lng: -77.880364), Route carried "on" structure: County highway 634, Year Built: 2003, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 2,350 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,290 (year 2040), Design Load: HS 20+Mod, Features Intersected: COURTHOUSE CREEK, Facility Carried by Structure: MAIDENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28604, Location: 0.60 Fr 637 & 0.83 To 250 (Lat: 37.716228, Lng: -77.834525), Route carried "on" structure: County highway 635, Year Built: 2007, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 674 (year 2018), Average Future Daily Traffic: 969 (year 2040), Design Load: H 20, Features Intersected: UNNAMED TR BEAVERDAM CK, Facility Carried by Structure: CAMELBACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Poor, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 28604, Location: 0.60 Fr 637 & 0.83 To 250 (Lat: 37.716228, Lng: -77.834525), Route carried "on" structure: County highway 635, Year Built: 2007, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 674 (year 2018), Average Future Daily Traffic: 969 (year 2040), Design Load: H 20, Features Intersected: UNNAMED TR BEAVERDAM CK, Facility Carried by Structure: CAMELBACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Poor, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 3048, Location: 2.19 FR 634 & 1.79 TO 638 (Lat: 37.676903, Lng: -77.837592), Route carried "on" structure: County highway 639, Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 275 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRB BEAVERDAM CK, Facility Carried by Structure: SHEPPARD TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Poor, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 3048, Location: 2.19 FR 634 & 1.79 TO 638 (Lat: 37.676903, Lng: -77.837592), Route carried "on" structure: County highway 639, Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 275 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED TRB BEAVERDAM CK, Facility Carried by Structure: SHEPPARD TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Poor, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 8654, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.728708, Lng: -77.823950), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 31,964 (year 2008), Truck Traffic: 6%, Features Intersected: INTERSTATE-64 EBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 265.115, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 8654, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.728708, Lng: -77.823950), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 31,964 (year 2008), Truck Traffic: 6%, Features Intersected: INTERSTATE-64 EBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 265.115, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 8656, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.729428, Lng: -77.823600), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,035 (year 1994), Features Intersected: INTERSTATE-64 WBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 265.083, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 8656, Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.729428, Lng: -77.823600), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,035 (year 1994), Features Intersected: INTERSTATE-64 WBL, Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 265.083, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 8678, Location: 0.60 Fr 250 & 0.10 To 636 (Lat: 37.743164, Lng: -77.838203), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 31,964 (year 2008), Truck Traffic: 6%, Features Intersected: INTERSTATE-64, Facility Carried by Structure: PONY FARM RD.
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 263.088, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 8678, Location: 0.60 Fr 250 & 0.10 To 636 (Lat: 37.743164, Lng: -77.838203), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 31,964 (year 2008), Truck Traffic: 6%, Features Intersected: INTERSTATE-64, Facility Carried by Structure: PONY FARM RD.
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 263.088, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 11474, Location: 0.13 Fr 701& 1.55 To 663 (Lat: 37.759150, Lng: -77.861906), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 1994), Features Intersected: INTERSTATE-64, Facility Carried by Structure: DONGOLA ROAD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 49.300, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 11474, Location: 0.13 Fr 701& 1.55 To 663 (Lat: 37.759150, Lng: -77.861906), Route carried "under" structure: Interstate 64, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 14,075 (year 1994), Features Intersected: INTERSTATE-64, Facility Carried by Structure: DONGOLA ROAD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 49.300, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)