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

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Structure Number: 42,  Location: 6.03 FR 708 / 1.29 TO 53 (Lat: 37.991314,  Lng: -78.496336),  Route carried "on" structure: State highway 20,  Year Built: 1932,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,382 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,920 (year 2040),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: SCOTTSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.144,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 442,  Location: 0.25 FR 53/0.53 SCL CHARL (Lat: 38.007136,  Lng: -78.478925),  Route carried "on" structure: State highway 20,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 17,830 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,962 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH MOORES CREEK,  Facility Carried by Structure: SCOTTSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.636,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 443,  Location: 0.72 FR 53/0.06 SCL CHARL (Lat: 38.013247,  Lng: -78.475278),  Route carried "on" structure: State highway 20,  Year Built: 1970,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 7,327 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,258 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOORES CREEK,  Facility Carried by Structure: MONTICELLO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 444,  Location: 0.72 FR 53/0.06 SCL CHARL (Lat: 38.013369,  Lng: -78.475450),  Route carried "on" structure: State highway 20,  Year Built: 1970,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 7,327 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,258 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOORES CREEK,  Facility Carried by Structure: MONTICELLO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 475,  Location: 1.36FR250/0.11WCL CHVILLE (Lat: 38.056975,  Lng: -78.504131),  Route carried "on" structure: Bypass US 29,  Year Built: 1977,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 46,843 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,580 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 654_(BARRACKS ROAD),  Facility Carried by Structure: MONACAN TRAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.147,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.8m (87.9ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 513,  Location: 0.05 FR 20 / 2.60 TO 250E (Lat: 38.011006,  Lng: -78.476375),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 37,559 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 52,583 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH MOORES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.185,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 514,  Location: 0.06 FR 20N / 0.08 TO 64W (Lat: 38.012683,  Lng: -78.475028),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,727 (year 2020),  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH MOORES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.210,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 522,  Location: 0.20 FR 631 / 1.62 TO 20 (Lat: 38.007750,  Lng: -78.505606),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 20,197 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,276 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BISCUIT RUN & ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.482,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 524,  Location: 0.20 FR 631 / 1.62 TO 20 (Lat: 38.007978,  Lng: -78.505394),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 20,366 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,512 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BISCUIT RUN & ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.402,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 528,  Location: 1.82 FR 631 & 2.64 TO 250 (Lat: 38.011003,  Lng: -78.477281),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 19,269 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,977 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 20 (SCOTTSVILLE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.960,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 564,  Location: 0.82 FR 29 / 1/02 TO 631 (Lat: 38.013119,  Lng: -78.526664),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 22,117 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 30,964 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 781 - SUNSET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.535,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 566,  Location: 0.82 FR 29 / 1.02 TO 631 (Lat: 38.013425,  Lng: -78.526650),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 22,808 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,931 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 781 - SUNSET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.423,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Equal to 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 568,  Location: 1.25 FR 29 / 0.59 TO 631 (Lat: 38.009658,  Lng: -78.519444),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 22,117 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 30,964 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 780 OLD LYNCHBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.195,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Equal to present minimum criteria,  Underclear: Equal 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: Wearing Surface: Epoxy Overlay

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Structure Number: 57,  Location: 1.25 FR 29 / 0.59 TO 631 (Lat: 38.009861,  Lng: -78.519272),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 22,808 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 31,931 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 780 OLD LYNCHBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.115,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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: Wearing Surface: Epoxy Overlay

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Structure Number: 682,  Location: 0.10 FR 1103/0.15 TO 1104 (Lat: 38.007736,  Lng: -78.509392),  Route carried "on" structure: County highway 631,  Year Built: 1969,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,589 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 64 EBL & WBL,  Facility Carried by Structure: FIFTH STREET EXTEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.871,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Wearing Surface: Epoxy Overlay

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Structure Number: 684,  Location: AT SCL CHARLOTTESVILLE (Lat: 38.010347,  Lng: -78.505403),  Route carried "on" structure: County highway 631,  Year Built: 1970,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 18,330 (year 2020),  Average Future Daily Traffic: 25,662 (year 2040),  Design Load: HS 20,  Features Intersected: MOORES CREEK,  Facility Carried by Structure: FIFTH STREET EXTEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.341,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

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

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Structure Number: 718,  Location: 0.08-1428 & 0.4-BELVEDERE (Lat: 38.072483,  Lng: -78.463325),  Route carried "on" structure: County highway 651,  Year Built: 1932,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 800 (year 2015),  Average Future Daily Traffic: 1,200 (year 2040),  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: FREESTATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $365,000,  Deck Structure Type: Wood or Timber

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Structure Number: 834,  Location: 0.05 FR 676/0.67 TO 1560 (Lat: 38.092750,  Lng: -78.489358),  Route carried "on" structure: County highway 743,  Year Built: 1967,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 8,021 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,229 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK RIVANNA RIVER,  Facility Carried by Structure: EARLYSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.54m (50.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 884,  Location: 0.02 FR 1427/0.06 TO D.E. (Lat: 38.068550,  Lng: -78.480303),  Route carried "on" structure: County highway 866,  Year Built: 1988,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 563 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 633 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH MEADOW CREEK,  Facility Carried by Structure: GREENBRIER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 9269,  Location: 1.20 TO 58 - 1.60 TO 773 (Lat: 36.611239,  Lng: -79.024169),  Route carried "on" structure: County highway 658,  Year Built: 1967,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 454 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 592 (year 2040),  Design Load: HS 20,  Features Intersected: Lawson Creek,  Facility Carried by Structure: Turbeville Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.725,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 20073,  Location: 0001STANRD 0081RUGBY AV (Lat: 38.055878,  Lng: -78.484075),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 2,486 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,735 (year 2040),  Design Load: H 15,  Features Intersected: DAIRY RD O RTE 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20075,  Location: 0015PARK-ST 0045KENWOO-L (Lat: 38.048922,  Lng: -78.470847),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,534 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,548 (year 2040),  Design Load: HS 20,  Features Intersected: MELBOURNE RD O SCHNKS B,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 20076,  Location: 0.4-RIO RD & 0.2-GROVE RD (Lat: 38.052069,  Lng: -78.472547),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 2,534 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,548 (year 2040),  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: MELBOURNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20077,  Location: 005520 0020CALHON S (Lat: 38.038244,  Lng: -78.465964),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,128 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,466 (year 2040),  Design Load: HS 15,  Features Intersected: LOCUST AV O RT 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $335,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20079,  Location: 0005LYONS AVE0028NORTH AV (Lat: 38.040411,  Lng: -78.472119),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 7,158 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,883 (year 2040),  Design Load: HS 15,  Features Intersected: PARK ST O RT 250 BP,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.899,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $340,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20081,  Location: 0010ELIZ AVE 0017NORTH AV (Lat: 38.044761,  Lng: -78.462617),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,700 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,400 (year 2034),  Design Load: HS 20,  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: HOLMES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: Load Factor (LF),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020

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Structure Number: 20083,  Location: 0001GREENBR D0025YORKTN D (Lat: 38.063978,  Lng: -78.476047),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,962 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,747 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: BRANDYWINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  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: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020

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Structure Number: 20086,  Location: 002629 0015250 (Lat: 38.058128,  Lng: -78.488497),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HYDRAULIC ROAD,  Facility Carried by Structure: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 20087,  Location: 0.10GARRET ST/0.14 TO 250 (Lat: 38.028053,  Lng: -78.476858),  Route carried "on" structure: State highway 20,  Year Built: 1962,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 11,333 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,466 (year 2040),  Design Load: HS 15,  Features Intersected: CSX & WATER STREET,  Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 24.296,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.78m (45.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 20091,  Location: 0.26 FR 29/0.06HYDRLIC RD (Lat: 38.056756,  Lng: -78.490128),  Route carried "on" structure: US 250,  Year Built: 1953,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,667 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,774 (year 2040),  Design Load: HS 20,  Features Intersected: MEADOW BROOK CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.402,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020

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Structure Number: 20092,  Location: 0080STANRD 0047PARK ST (Lat: 38.045761,  Lng: -78.478939),  Route carried "on" structure: Bypass US 250,  Year Built: 1970,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 33,634 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,656 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RUGBY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.768,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20094,  Location: 0060ST AN RD 0035WCL CHAR (Lat: 38.057364,  Lng: -78.495808),  Route carried "on" structure: Bypass US 250,  Year Built: 1970,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 45,642 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 63,899 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 29 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.940,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 73.5 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20096,  Location: 0.20MCINTR Rd&0.80DAIRY R (Lat: 38.045119,  Lng: -78.478422),  Route carried "on" structure: Bypass US 250,  Year Built: 1954,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 33,080 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,688 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.720,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20103,  Location: .08 IVY RD/.17 MASSIE RD (Lat: 38.043306,  Lng: -78.510892),  Route carried "on" structure: City street 302,  Year Built: 1973,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 5,028 (year 2014),  Average Future Daily Traffic: 5,556 (year 2035),  Design Load: HS 20,  Features Intersected: BUCKINGHAM BRANCH RR,  Facility Carried by Structure: COPELEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 23827,  Location: 0.1-MONTICELLO&0.1-W MAIN (Lat: 38.029511,  Lng: -78.485536),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 19,088 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,893 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RIDGE ST O CSX RAILWAY,  Facility Carried by Structure: RIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24651,  Location: 0.08 FR9THST/0.11 TO7THST (Lat: 38.032006,  Lng: -78.492144),  Route carried "on" structure: Business US 250,  Year Built: 1996,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 10,356 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26458,  Location: 0.75-RTE 742& O.08-RTE 20 (Lat: 37.995039,  Lng: -78.488814),  Route carried "on" structure: County highway 1150,  Year Built: 1997,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,576 (year 2018),  Average Future Daily Traffic: 2,859 (year 2040),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: MILL CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 27012,  Location: 0.2-RUGBY RD &0.27-PARK S (Lat: 38.042800,  Lng: -78.474900),  Route carried "on" structure: US 250,  Year Built: 2015,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 36,237 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,040 (year 2040),  Design Load: HL 93,  Features Intersected: MCINTIRE RD & JOHN W PKY
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.6 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 27431,  Location: 0.004-TODD&0.040-FONTAINE (Lat: 38.025147,  Lng: -78.514928),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 8,818 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: JEFFERSON PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Deck Protection: Other

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Structure Number: 28344,  Location: 0.08-RT650 & 0.70-RT768 (Lat: 38.064444,  Lng: -78.464211),  Route carried "on" structure: County highway 631,  Year Built: 2010,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 23,716 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,237 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: RIO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.981,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29487,  Location: 0.71-MELBRN & 0.30-RTE631 (Lat: 38.058581,  Lng: -78.467022),  Route carried "on" structure: State highway 2500,  Year Built: 2010,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 190 (year 2020),  Average Future Daily Traffic: 209 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MEADOW CREEK,  Facility Carried by Structure: JOHN WARNER PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing