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

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Structure Number: 903,  Location: .15 TO 783 & .04 TO SCVCL (Lat: 37.751208,  Lng: -79.997228),  Route carried "on" structure: State highway 18,  Year Built: 1941,  Status: Open,  Structure Length: 7.81m (25.62ft),  Average Daily Traffic: 1,490 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,639 (year 2040),  Design Load: H 15,  Features Intersected: POTTS CREEK,  Facility Carried by Structure: POTTS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.783,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,045,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,250,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2793,  Location: 1.30-RT 744;0.70-RT 746 (Lat: 37.302900,  Lng: -79.593183),  Route carried "on" structure: County highway 680,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 81 (year 2019),  Average Future Daily Traffic: 115 (year 2040),  Design Load: HS 20,  Features Intersected: Fiddlers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 54.4 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 3571,  Location: .64 FR 763 & .51 TO 1 (Lat: 36.831042,  Lng: -77.912703),  Route carried "on" structure: State highway 46,  Year Built: 1957,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 2,506 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,757 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY (ABANDONED),  Facility Carried by Structure: CHRISTANNA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.476,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $850,000,  Roadway Improvement Cost: $850,000,  Total Project Cost: $1,740,000 ( Estimate for 2016),  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: 3577,  Location: .36 FR 378 & .12 TO 648 (Lat: 36.845983,  Lng: -77.915600),  Route carried "on" structure: State highway 46,  Year Built: 1969,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 1,842 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,042 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-85 (SBL),  Facility Carried by Structure: CHRISTANNA HIGWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.157,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $548,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3579,  Location: .30 FR 378 & .18 TO 648 (Lat: 36.845181,  Lng: -77.915436),  Route carried "on" structure: State highway 46,  Year Built: 1969,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 1,842 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,042 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-85 (NBL),  Facility Carried by Structure: CHRISTANNA HIGWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.061,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,136,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $3,244,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3613,  Location: 1.93 FR 644R &.8 TO 46 (Lat: 36.837897,  Lng: -77.926594),  Route carried "on" structure: Interstate 85,  Year Built: 1968,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 9,881 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,833 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH of GREAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.864,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $132,000 ( Estimate for 2016)

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Structure Number: 3614,  Location: 1.95 FR 644R &.76 TO 46 (Lat: 36.838686,  Lng: -77.926514),  Route carried "on" structure: Interstate 85,  Year Built: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,182 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,255 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH of GREAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.928,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $221,000 ( Estimate for 2016)

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Structure Number: 3624,  Location: 1.88 FR RT 1 4.27 TO 630 (Lat: 36.853211,  Lng: -77.858478),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 10,048 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,067 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PITCHKETTLE ROAD RTE 614
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.461,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $960,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $1,450,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3626,  Location: 2.17 FR RT 1 4.26 TO R630 (Lat: 36.853911,  Lng: -77.858614),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 10,223 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,312 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PITCHKETTLE ROAD RTE 614
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.512,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3628,  Location: 2.05 RTE.1 4.08 RTE.630 (Lat: 36.854600,  Lng: -77.855622),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 10,048 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,067 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N&S RAILWAY (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.734,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,896,000,  Roadway Improvement Cost: $948,000,  Total Project Cost: $2,850,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3629,  Location: 2.4 RTE.1 & 1.13 TO R.A. (Lat: 36.855022,  Lng: -77.856339),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 10,223 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,312 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N&S RAILWAY (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.766,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3638,  Location: 1.48 TO 644 1.05 TO 46 (Lat: 36.835744,  Lng: -77.930486),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,881 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,833 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3639,  Location: 1.87 FR 644 & 1.06 TO 46 (Lat: 36.836150,  Lng: -77.931094),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,182 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,255 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.429,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 83.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 364,  Location: .96 FR 46 & .34 TO 1 (Lat: 36.850964,  Lng: -77.900031),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 9,947 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,926 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.663,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,516,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $4,526,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3641,  Location: .89 FR 46 & .33 TO 1 (Lat: 36.850025,  Lng: -77.901183),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 9,719 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 13,607 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.535,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,612,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $4,622,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3649,  Location: 1.55 FR 643 & 0.2 TO 754 (Lat: 36.885872,  Lng: -77.889211),  Route carried "on" structure: County highway 606,  Year Built: 1990,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 183 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 201 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STURGEON CREEK,  Facility Carried by Structure: MASONS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.870,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $984,000,  Roadway Improvement Cost: $492,000,  Total Project Cost: $1,480,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3702,  Location: 1.2 FR 618 & .5 TO 648 (Lat: 36.855022,  Lng: -77.946053),  Route carried "on" structure: County highway 644,  Year Built: 1981,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 233 (year 2013),  Average Future Daily Traffic: 320 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREAT CREEK,  Facility Carried by Structure: BRUNSWICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.102,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $49,000 ( Estimate for 2017)

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Structure Number: 3703,  Location: 2.12 FR 681 & 0.2 TO 710 (Lat: 36.798911,  Lng: -77.953331),  Route carried "on" structure: County highway 644,  Year Built: 1972,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 460 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 644 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N&S Railway (Abandoned),  Facility Carried by Structure: GRANDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,836,000,  Roadway Improvement Cost: $918,000,  Total Project Cost: $2,864,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3708,  Location: .1 FR 85N .17 TO 85S RMPS (Lat: 36.821106,  Lng: -77.959961),  Route carried "on" structure: County highway 644,  Year Built: 1969,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-85 (NBL),  Facility Carried by Structure: BRUNSWICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.713,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,210,000,  Roadway Improvement Cost: $1,605,000,  Total Project Cost: $4,825,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 371,  Location: .17 FR 85N .1 TO 85S RMPS (Lat: 36.822056,  Lng: -77.959792),  Route carried "on" structure: County highway 644,  Year Built: 1969,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 465 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-85 (SBL),  Facility Carried by Structure: BRUNSWICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.711,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,255,000,  Roadway Improvement Cost: $1,628,000,  Total Project Cost: $4,893,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3712,  Location: 1.0 FR 46 & 1.2 TO 634 (Lat: 36.812483,  Lng: -77.882281),  Route carried "on" structure: County highway 646,  Year Built: 1984,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 281 (year 2013),  Average Future Daily Traffic: 433 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROSE CREEK,  Facility Carried by Structure: PRESTWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $69,000 ( Estimate for 2016)

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Structure Number: 3714,  Location: 1.59 FR 634 & 0.98 TO 1 (Lat: 36.849264,  Lng: -77.875844),  Route carried "on" structure: County highway 646,  Year Built: 1969,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 307 (year 2013),  Average Future Daily Traffic: 473 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-85 (NBL),  Facility Carried by Structure: PRESWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.162,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,148,000,  Roadway Improvement Cost: $1,074,000,  Total Project Cost: $3,232,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3716,  Location: 1.67 FR 634 & 0.93 TO 1 (Lat: 36.849950,  Lng: -77.875486),  Route carried "on" structure: County highway 646,  Year Built: 1969,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 307 (year 2013),  Average Future Daily Traffic: 473 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-85 (SBL),  Facility Carried by Structure: PRESWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.291,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,148,000,  Roadway Improvement Cost: $1,074,000,  Total Project Cost: $3,232,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3773,  Location: 1.09 FR U.S.1 & 1.0 TO 46 (Lat: 36.812914,  Lng: -77.922531),  Route carried "on" structure: County highway 763,  Year Built: 1968,  Year Reconstructed: 2016,  Status: Posted for load,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 29 (year 2013),  Average Future Daily Traffic: 33 (year 2040),  Features Intersected: GREAT CREEK,  Facility Carried by Structure: MILLEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.757,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum 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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $100,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23111,  Location: .91 FR 763 & .97 TO 46 (Lat: 36.828478,  Lng: -77.926792),  Route carried "on" structure: US 1,  Year Built: 1991,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 1,398 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,442 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREAT CREEK,  Facility Carried by Structure: BOYDTON PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.645,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.7 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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $400,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2792,  Location: ,4 TO 609 - 1.0 FR. 746 (Lat: 37.299417,  Lng: -82.282917),  Route carried "on" structure: Ramp US 80,  Year Built: 2015,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 614 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 675 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROUTE 768
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 78.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 3577,  Location: .36 FR 378 & .12 TO 648 (Lat: 36.845983,  Lng: -77.915600),  Route carried "under" structure: Interstate 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,310 (year 1994),  Features Intersected: ROUTE I-85 (SBL),  Facility Carried by Structure: CHRISTANNA HIGWAY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 44.151,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3579,  Location: .30 FR 378 & .18 TO 648 (Lat: 36.845181,  Lng: -77.915436),  Route carried "under" structure: Interstate 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,005 (year 2008),  Truck Traffic: 11%,  Features Intersected: ROUTE I-85 (NBL),  Facility Carried by Structure: CHRISTANNA HIGWAY
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 44.151,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3624,  Location: 1.88 FR RT 1 4.27 TO 630 (Lat: 36.853211,  Lng: -77.858478),  Route carried "under" structure: County highway 614,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 137 (year 2004),  Features Intersected: PITCHKETTLE ROAD RTE 614,  Facility Carried by Structure: NBL ROUTE 0085
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.588,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.2m (46.6ft)

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Structure Number: 3626,  Location: 2.17 FR RT 1 4.26 TO R630 (Lat: 36.853911,  Lng: -77.858614),  Route carried "under" structure: County highway 614,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 137 (year 2004),  Features Intersected: PITCHKETTLE ROAD RTE 614,  Facility Carried by Structure: SBL I-85
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 3.652,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 3634,  Location: 1.22 FR 46 & 6.35 TO 630 (Lat: 36.850700,  Lng: -77.895600),  Route carried "under" structure: US 1,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,173 (year 2008),  Truck Traffic: 6%,  Features Intersected: ROUTE 1,  Facility Carried by Structure: NBL ROUTE 0085
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 50.394,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 3636,  Location: 0.12 FR.RAMP1; 3.3 R.AREA (Lat: 36.851456,  Lng: -77.894300),  Route carried "under" structure: US 1,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,173 (year 2008),  Truck Traffic: 6%,  Features Intersected: ROUTE 1,  Facility Carried by Structure: SBL ROUTE 0085
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 50.523,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 3708,  Location: .1 FR 85N .17 TO 85S RMPS (Lat: 36.821106,  Lng: -77.959961),  Route carried "under" structure: Interstate 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 1994),  Truck Traffic: 6%,  Features Intersected: ROUTE I-85 (NBL),  Facility Carried by Structure: BRUNSWICK DRIVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 39.437,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 371,  Location: .17 FR 85N .1 TO 85S RMPS (Lat: 36.822056,  Lng: -77.959792),  Route carried "under" structure: Interstate 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 18,971 (year 2008),  Truck Traffic: 10%,  Features Intersected: ROUTE I-85 (SBL),  Facility Carried by Structure: BRUNSWICK DRIVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 39.437,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 3714,  Location: 1.59 FR 634 & 0.98 TO 1 (Lat: 36.849264,  Lng: -77.875844),  Route carried "under" structure: Interstate 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,514 (year 2008),  Truck Traffic: 10%,  Features Intersected: ROUTE I-85 (NBL),  Facility Carried by Structure: PRESWOOD ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 47.836,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 3716,  Location: 1.67 FR 634 & 0.93 TO 1 (Lat: 36.849950,  Lng: -77.875486),  Route carried "under" structure: Interstate 85,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,820 (year 1980),  Features Intersected: ROUTE I-85 (SBL),  Facility Carried by Structure: PRESWOOD ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 47.868,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)