Bridge Statistics for Mechanicsville, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 941,  Location: 0.76 mi 360 & 0.16 1129 (Lat: 37.598497,  Lng: -77.357808),  Route carried "on" structure: State highway 156,  Year Built: 1978,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 11,540 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,156 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: COLD HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.580,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9411,  Location: 0.73 TO 718 & 0.94 TO 615 (Lat: 37.586722,  Lng: -77.302117),  Route carried "on" structure: State highway 156,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,663 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,086 (year 2040),  Design Load: HS 20,  Features Intersected: POWHITE CREEK,  Facility Carried by Structure: COLD HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.807,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Fair,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: Febuary 2021

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Structure Number: 9414,  Location: 0.2 TO 1437 & 0.2 TO 1129 (Lat: 37.598600,  Lng: -77.353681),  Route carried "on" structure: State highway 156,  Year Built: 1978,  Status: Open,  Structure Length: 17.38m (57.02ft),  Average Daily Traffic: 11,540 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,156 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 295,  Facility Carried by Structure: COLD HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.057,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 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: Better than 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: 9418,  Location: .07 TO 295 & .25 TO 360 (Lat: 37.610169,  Lng: -77.363403),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,269 (year 2020),  Average Future Daily Traffic: 5,977 (year 2040),  Design Load: H 20,  Features Intersected: RAMP C O BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  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: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 9419,  Location: .55 FR 360 & 2.04 TO 615 (Lat: 37.601067,  Lng: -77.355806),  Route carried "on" structure: Interstate 295,  Year Built: 1978,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 73,440 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 102,816 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.050,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 9422,  Location: 2.6 TO 360 & 2.34 HENRICO (Lat: 37.581322,  Lng: -77.329325),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 37,239 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 52,135 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 615 (CREIGHTON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.799,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9424,  Location: 2.6 TO 360 & 2.34 HENRICO (Lat: 37.580856,  Lng: -77.329831),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 34,612 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,457 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 615 (CREIGHTON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.799,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9426,  Location: 0.20 FR 360 WBL (Lat: 37.608719,  Lng: -77.362364),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 2,949 (year 2020),  Average Future Daily Traffic: 3,244 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9427,  Location: 0.25 FR 360 EBL (Lat: 37.604692,  Lng: -77.360856),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 2,007 (year 2020),  Average Future Daily Traffic: 2,810 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9428,  Location: 0.15 FR I-295 SBL (Lat: 37.605600,  Lng: -77.360889),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 7,738 (year 2020),  Average Future Daily Traffic: 10,078 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9429,  Location: 0.25360 WBL& 0.25295 WBL (Lat: 37.610611,  Lng: -77.360550),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,566 (year 2020),  Average Future Daily Traffic: 8,526 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 943,  Location: 0.1 fr 360 & 1.5 to 627 (Lat: 37.609281,  Lng: -77.362233),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 36,201 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.454,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9431,  Location: 0.1 FR 360 & 1.5 TO 627 (Lat: 37.609803,  Lng: -77.361689),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 43,013 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 60,218 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.438,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $430,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9432,  Location: 1.42 TO 627 & 2.45 TO 615 (Lat: 37.607789,  Lng: -77.361311),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 36,201 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 360
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.631,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9434,  Location: 1.54 TO 627 & 1.59 FR 615 (Lat: 37.607958,  Lng: -77.360622),  Route carried "on" structure: Interstate 295,  Year Built: 1979,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 43,013 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 60,218 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 360
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.631,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9452,  Location: .26 TO 643 & .08 TO 1260 (Lat: 37.680433,  Lng: -77.380478),  Route carried "on" structure: US 301,  Year Built: 1978,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 8,457 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,840 (year 2040),  Design Load: H 20,  Features Intersected: CRUMP CREEK,  Facility Carried by Structure: CHAMBERLAYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.285,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 9454,  Location: .20 fr 1050 & .53 to 643 (Lat: 37.669206,  Lng: -77.382158),  Route carried "on" structure: US 301,  Year Built: 1978,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,245 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,670 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOTOPOTOMOY CREEK,  Facility Carried by Structure: CHAMBERLAYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.020,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 9455,  Location: .53Fr Henrico& .62To 637 (Lat: 37.644642,  Lng: -77.414339),  Route carried "on" structure: US 301,  Year Built: 1978,  Status: Open,  Structure Length: 10.46m (34.32ft),  Average Daily Traffic: 9,642 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: CHAMBERLAYNE SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.878,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9457,  Location: .53Fr Henrico & .62 To637 (Lat: 37.644517,  Lng: -77.414214),  Route carried "on" structure: US 301,  Year Built: 1978,  Status: Open,  Structure Length: 10.46m (34.32ft),  Average Daily Traffic: 9,642 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: CHAMBERLAYNE NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.878,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9459,  Location: 0.66 TO 638 & 0.23 TO 640 (Lat: 37.656250,  Lng: -77.389000),  Route carried "on" structure: US 301,  Year Built: 1956,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,285 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,999 (year 2040),  Design Load: H 20,  Features Intersected: OPOSSUM CREEK,  Facility Carried by Structure: CHAMBERLAYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.427,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 9464,  Location: .60 fm Rt 156 .20 to 295 (Lat: 37.607103,  Lng: -77.362397),  Route carried "on" structure: US 360,  Year Built: 1977,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 22,480 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,237 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: MECHANICSVILLE TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.585,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 9477,  Location: 1.69 TO 640 & 1.10 TO 643 (Lat: 37.658156,  Lng: -77.353461),  Route carried "on" structure: County highway 606,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,588 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,947 (year 2040),  Design Load: HS 20,  Features Intersected: TOTOPOTOMOY CREEK,  Facility Carried by Structure: STUDLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 9503,  Location: 0.25 FR 640 & 0.95 TO 642 (Lat: 37.629172,  Lng: -77.372978),  Route carried "on" structure: County highway 627,  Year Built: 1979,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 19,511 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,315 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-295,  Facility Carried by Structure: POLE GREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 23 degrees,  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: 48.5m (159.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9505,  Location: 0.00HENRIC CO0.00HANOVE C (Lat: 37.611769,  Lng: -77.406417),  Route carried "on" structure: County highway 627,  Year Built: 1955,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 8,040 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,956 (year 2040),  Design Load: H 20,  Features Intersected: CHICKAHOMINY RIVER,  Facility Carried by Structure: MEADOWBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9512,  Location: 0.10 TO 1401 & .3 TO 1413 (Lat: 37.633328,  Lng: -77.387528),  Route carried "on" structure: County highway 638,  Year Built: 1978,  Status: Open,  Structure Length: 9.22m (30.25ft),  Average Daily Traffic: 7,898 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,057 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 295,  Facility Carried by Structure: ATLEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.5m (149.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9514,  Location: 0.3 TO 627 & .9 TO 710 (Lat: 37.631431,  Lng: -77.378911),  Route carried "on" structure: County highway 640,  Year Built: 1979,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 7,069 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,620 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 295,  Facility Carried by Structure: SHADY GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.383,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 44.3m (145.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9518,  Location: 0.30 TO 360 & 0.06 TO1126 (Lat: 37.611500,  Lng: -77.359278),  Route carried "on" structure: County highway 642,  Year Built: 1977,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 3,353 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,430 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: BELL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9519,  Location: 1.0 TO 627 & 1.2 TO 606 (Lat: 37.652356,  Lng: -77.330964),  Route carried "on" structure: County highway 643,  Year Built: 1988,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 3,356 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,446 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOTOPOTOMOY CREEK,  Facility Carried by Structure: RURAL POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.573,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 952,  Location: 1.25 TO 627 & .50 TO 360 (Lat: 37.619839,  Lng: -77.339972),  Route carried "on" structure: County highway 643,  Year Built: 1973,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 9,558 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,381 (year 2040),  Design Load: H 20,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: LEE DAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 25481,  Location: 1.18 fr 637 & .60 to 643 (Lat: 37.671364,  Lng: -77.396950),  Route carried "on" structure: County highway 652,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,920 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,688 (year 2040),  Design Load: H 20,  Features Intersected: TOTOPOTOMY CREEK,  Facility Carried by Structure: COOL SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  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: December 2020

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Structure Number: 26959,  Location: 1.11 FR 627 & 1.50 TO 606 (Lat: 37.657964,  Lng: -77.296119),  Route carried "on" structure: County highway 615,  Year Built: 2001,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,210 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,331 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOTOPOTOMOY CREEK,  Facility Carried by Structure: WILLIAMSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: August 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28079,  Location: .40 FR 156 & 0.20 TO 360 (Lat: 37.602964,  Lng: -77.353286),  Route carried "on" structure: County highway 642,  Year Built: 1995,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 11,569 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,197 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANDY BRANCH,  Facility Carried by Structure: BELL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 28127,  Location: 0.48 TO 654 & 0.42 TO 653 (Lat: 37.700600,  Lng: -77.384914),  Route carried "on" structure: US 301,  Year Built: 2005,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 6,872 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,621 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KERSEY CREEK,  Facility Carried by Structure: CHAMBERLAYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.587,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29315,  Location: 2.59 Fr 643 & 0.21 To 325 (Lat: 37.706164,  Lng: -77.363008),  Route carried "on" structure: County highway 651,  Year Built: 2014,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 728 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 801 (year 2040),  Design Load: HL 93,  Features Intersected: CRUMP CREEK,  Facility Carried by Structure: GEORGETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.168,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

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Structure Number: 29616,  Location: 0.10 FR 637 & 0.80 TO 301 (Lat: 37.658931,  Lng: -77.407536),  Route carried "on" structure: County highway 638,  Year Built: 2016,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 180 (year 2019),  Average Future Daily Traffic: 272 (year 2040),  Design Load: HL 93,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: ATLEE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.4m (129.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 30387,  Location: 0.17 FR 637 & 0.73 TO 301 (Lat: 37.658783,  Lng: -77.406758),  Route carried "on" structure: County highway 638,  Year Built: 2016,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,500 (year 2035),  Design Load: HL 93,  Features Intersected: COOL SPRING CONNECTOR,  Facility Carried by Structure: ATLEE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 30602,  Location: 0.05 FR SADDLECREST DR (Lat: 37.616806,  Lng: -77.376389),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 75 (year 2015),  Average Future Daily Traffic: 90 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: BRIDLE CREEK TERR.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 30864,  Location: 0.6 from Glebe Hill Road (Lat: 37.709028,  Lng: -77.312806),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 636 (year 2020),  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CRUMP CREEK,  Facility Carried by Structure: POPLAR GATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31511,  Location: .55N Rt360 .06S Lakeway (Lat: 37.623361,  Lng: -77.325833),  Route carried "on" structure: County highway 1184,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,380 (year 2017),  Average Future Daily Traffic: 1,825 (year 2040),  Design Load: HS 20,  Features Intersected: Beaverdam Creek,  Facility Carried by Structure: Woodbridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 9412,  Location: 0.08 TO 360 BUS & 0.22 (Lat: 37.602869,  Lng: -77.370436),  Route carried "under" structure: US 360,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: RTE 360,  Facility Carried by Structure: COLD HARBOR ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 236.732,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 9414,  Location: 0.2 TO 1437 & 0.2 TO 1129 (Lat: 37.598600,  Lng: -77.353681),  Route carried "under" structure: Interstate 295,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: RTE I 295,  Facility Carried by Structure: COLD HARBOR ROAD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 26.677,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 9422,  Location: 2.6 TO 360 & 2.34 HENRICO (Lat: 37.581322,  Lng: -77.329325),  Route carried "under" structure: County highway 615,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE 615 (CREIGHTON RD),  Facility Carried by Structure: NBL ROUTE 0295
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.547,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 9424,  Location: 2.6 TO 360 & 2.34 HENRICO (Lat: 37.580856,  Lng: -77.329831),  Route carried "under" structure: County highway 615,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE 615 (CREIGHTON RD),  Facility Carried by Structure: SBL ROUTE 0295
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.547,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 9432,  Location: 1.42 TO 627 & 2.45 TO 615 (Lat: 37.607789,  Lng: -77.361311),  Route carried "under" structure: US 360,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: ROUTE 360,  Facility Carried by Structure: EBL ROUTE 0295
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 237.730,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 9434,  Location: 1.54 TO 627 & 1.59 FR 615 (Lat: 37.607958,  Lng: -77.360622),  Route carried "under" structure: US 360,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 3%,  Features Intersected: RTE 360,  Facility Carried by Structure: WBL ROUTE 0295
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 237.794,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 9455,  Location: .53Fr Henrico& .62To 637 (Lat: 37.644642,  Lng: -77.414339),  Route carried "under" structure: Interstate 295,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 108,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: CHAMBERLAYNE SBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 18.938,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 9457,  Location: .53Fr Henrico & .62 To637 (Lat: 37.644517,  Lng: -77.414214),  Route carried "under" structure: Interstate 295,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 108,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: CHAMBERLAYNE NBL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 18.954,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 9503,  Location: 0.25 FR 640 & 0.95 TO 642 (Lat: 37.629172,  Lng: -77.372978),  Route carried "under" structure: Interstate 295,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 90,000 (year 2008),  Truck Traffic: 11%,  Features Intersected: I-295,  Facility Carried by Structure: POLE GREEN ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 23.057,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)