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

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Structure Number: 4987,  Location: 0.56 Fr 613 & 0.06 To 145 (Lat: 37.407697,  Lng: -77.433825),  Route carried "on" structure: US 1,  Year Built: 1934,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 14,673 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,542 (year 2040),  Design Load: H 15,  Features Intersected: KINGSLAND CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.664,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4988,  Location: 0.03 Fr 288 & 0.65 To 608 (Lat: 37.380650,  Lng: -77.422281),  Route carried "on" structure: US 1,  Year Built: 1923,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 16,627 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,290 (year 2040),  Design Load: H 15,  Features Intersected: PROCTORS CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.478,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $754,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4992,  Location: .76 FR 656 & 1.12 TO 641 (Lat: 37.420433,  Lng: -77.437297),  Route carried "on" structure: US 1,  Year Built: 1958,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 17,273 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20,  Features Intersected: GRINDALL CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.115,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

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: 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: 5057,  Location: 0.33 Fr 288 & 1.56 To 613 (Lat: 37.381014,  Lng: -77.412344),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 97,956 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 124,853 (year 2040),  Design Load: HS 20,  Features Intersected: PROCTORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.882,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5058,  Location: 1.21 Fr 288 & .72 To 613 (Lat: 37.390958,  Lng: -77.422008),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 97,956 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 124,853 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 608 (REYMET RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.330,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $215,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 506,  Location: .76 FR 608 & .82 TO 656 (Lat: 37.401264,  Lng: -77.424572),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 101,608 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,251 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 613 (WILLIS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.553,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5062,  Location: 0.49 Fr 613 & 0.33 To 656 (Lat: 37.408169,  Lng: -77.425767),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 101,608 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,251 (year 2040),  Design Load: HS 20,  Features Intersected: KINGSLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.341,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5065,  Location: 0.59 Fr 613 & 0.23 To 656 (Lat: 37.409481,  Lng: -77.425994),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 101,608 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,251 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.502,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5066,  Location: 0.81 Fr 613 & 2.03 To 150 (Lat: 37.413033,  Lng: -77.426600),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 101,608 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,251 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 656 (BELLWOOD RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.872,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.2m (118.8ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 507,  Location: 0.88 fr SCL RICHMOND (Lat: 37.437306,  Lng: -77.430275),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 51,064 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,490 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROAD & FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.672,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5072,  Location: 6.17 FR 10 & 0.88 TO RICH (Lat: 37.437236,  Lng: -77.430142),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 50,544 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 70,762 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROAD & FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.672,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5085,  Location: 2.28 Fr 613 & 1.19 To SCL (Lat: 37.433817,  Lng: -77.431625),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 101,608 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,251 (year 2040),  Design Load: HS 20,  Features Intersected: BELLWOOD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.221,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 5101,  Location: 0.16 Fr 611& 0.11 To Rt 1 (Lat: 37.407894,  Lng: -77.435528),  Route carried "on" structure: State highway 145,  Year Built: 1916,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 5,529 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KINGSLAND CREEK,  Facility Carried by Structure: CHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.158,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $460,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 5102,  Location: 0.04 Fr 288 & .10 To 1497 (Lat: 37.389758,  Lng: -77.447067),  Route carried "on" structure: State highway 145,  Year Built: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,529 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,082 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N. BRNCH PROCTORS CREEK,  Facility Carried by Structure: CHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.707,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: October 2020

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Structure Number: 5185,  Location: 1.80 Fr 1 & 3.70 To 10 (Lat: 37.388058,  Lng: -77.448664),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.537,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5187,  Location: 1.80 Fr 1 & 3.70 To 10 (Lat: 37.387878,  Lng: -77.448886),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.537,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5193,  Location: 0.58 Fr 145 & 2.72 To 10 (Lat: 37.392078,  Lng: -77.457669),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 637 (HOPKINS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 20.7m (67.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5195,  Location: 0.58 Fr 145 & 2.72 To 10 (Lat: 37.391817,  Lng: -77.457675),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 637 (HOPKINS RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.808,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 20.7m (67.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5203,  Location: 1.60 Fr 1 & 0.18 To 145 (Lat: 37.386453,  Lng: -77.445706),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 38,370 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,718 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Proctors Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.199,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 5351,  Location: 0.3 FR 1 & 0.06 DEAD END (Lat: 37.425031,  Lng: -77.431142),  Route carried "on" structure: County highway 1612,  Year Built: 1965,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 330 (year 2014),  Average Future Daily Traffic: 373 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: ELLIHAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2481,  Location: 0.93 Fr 145 & .78 To 611 (Lat: 37.393267,  Lng: -77.457817),  Route carried "on" structure: County highway 637,  Year Built: 1997,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,373 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,322 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROCTORS CREEK,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $84,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27295,  Location: 0.05 TO HENRICO CL (Lat: 37.436400,  Lng: -77.430106),  Route carried "on" structure: Ramp State highway 95,  Year Built: 2002,  Status: Open,  Structure Length: 80.68m (264.70ft),  Average Daily Traffic: 2,114 (year 2020),  Average Future Daily Traffic: 2,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK_& RMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28526,  Location: 0.11 FR 656 & 1.77 TO 641 (Lat: 37.411381,  Lng: -77.434764),  Route carried "on" structure: US 1,  Year Built: 2015,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 17,273 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANSPORATION RAILRD,  Facility Carried by Structure: JEFFERSON DAVIS HW
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 135.067,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.3m (168.3ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 77.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 5058,  Location: 1.21 Fr 288 & .72 To 613 (Lat: 37.390958,  Lng: -77.422008),  Route carried "under" structure: County highway 608,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2019),  Truck Traffic: 9%,  Features Intersected: RTE 608 (REYMET RD),  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.480,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 506,  Location: .76 FR 608 & .82 TO 656 (Lat: 37.401264,  Lng: -77.424572),  Route carried "under" structure: County highway 613,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 8,150 (year 2017),  Truck Traffic: 12%,  Features Intersected: RTE 613 (WILLIS RD),  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.708,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 5066,  Location: 0.81 Fr 613 & 2.03 To 150 (Lat: 37.413033,  Lng: -77.426600),  Route carried "under" structure: County highway 656,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2017),  Features Intersected: RTE 656 (BELLWOOD RD.),  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.821,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.0m (39.4ft)

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Structure Number: 507,  Location: 0.88 fr SCL RICHMOND (Lat: 37.437306,  Lng: -77.430275),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 1994),  Features Intersected: ROAD & FALLING CREEK,  Facility Carried by Structure: SBL I-95
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 5072,  Location: 6.17 FR 10 & 0.88 TO RICH (Lat: 37.437236,  Lng: -77.430142),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 1994),  Features Intersected: ROAD & FALLING CREEK,  Facility Carried by Structure: NBL I-95
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 5185,  Location: 1.80 Fr 1 & 3.70 To 10 (Lat: 37.388058,  Lng: -77.448664),  Route carried "under" structure: State highway 145,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 2%,  Features Intersected: ROUTE 145,  Facility Carried by Structure: ROUTE 288 NBL
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 5.422,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 5187,  Location: 1.80 Fr 1 & 3.70 To 10 (Lat: 37.387878,  Lng: -77.448886),  Route carried "under" structure: State highway 145,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 2%,  Features Intersected: ROUTE 145,  Facility Carried by Structure: ROUTE 288 SBL
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 5.390,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 5193,  Location: 0.58 Fr 145 & 2.72 To 10 (Lat: 37.392078,  Lng: -77.457669),  Route carried "under" structure: County highway 637,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2019),  Truck Traffic: 1%,  Features Intersected: RTE. 637 (HOPKINS RD),  Facility Carried by Structure: ROUTE 288 NBL
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 5195,  Location: 0.58 Fr 145 & 2.72 To 10 (Lat: 37.391817,  Lng: -77.457675),  Route carried "under" structure: County highway 637,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2019),  Truck Traffic: 1%,  Features Intersected: RTE. 637 (HOPKINS RD.),  Facility Carried by Structure: ROUTE 288 SBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 27295,  Location: 0.05 TO HENRICO CL (Lat: 37.436400,  Lng: -77.430106),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2002),  Features Intersected: FALLING CREEK_& RMPS
Minimum Vertical Clearance: 10.26m (33.66ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.1m (193.9ft)

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Structure Number: 27295,  Location: 0.05 TO HENRICO CL (Lat: 37.436400,  Lng: -77.430106),  Route carried "under" structure: Ramp State highway 150,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Features Intersected: FALLING CREEK_& RMPS,  Facility Carried by Structure: RAMP E OF I-95 NBL
Minimum Vertical Clearance: 18.49m (60.66ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.1m (193.9ft)