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

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Structure Number: 5012,  Location: 0.26 FR 667 & 0.61 TO 707 (Lat: 37.507269,  Lng: -77.673094),  Route carried "on" structure: US 60,  Year Built: 1938,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,870 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,618 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: MIDLOTHN TRNPK WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.941,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 79.7 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: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5017,  Location: 0.26 FR 667 & 0.62 TO 707 (Lat: 37.507167,  Lng: -77.673394),  Route carried "on" structure: US 60,  Year Built: 1969,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 16,870 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,618 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: MIDLOTHIAN TPK EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.910,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 5142,  Location: 2.59 Fr 604 & 1.06 To 360 (Lat: 37.411475,  Lng: -77.616386),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 19,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 654
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.113,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5144,  Location: 2.59 Fr 604 & 1.06 To 360 (Lat: 37.411331,  Lng: -77.616692),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 19,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 654
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.113,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5146,  Location: 1.0 FR 360 & .30 TO 288 (Lat: 37.415736,  Lng: -77.622700),  Route carried "on" structure: Ramp State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 200 (year 1990),  Truck Traffic: 10%,  Average Future Daily Traffic: 280 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RTE 288,  Facility Carried by Structure: COM CTR PKY FLYOVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5157,  Location: 1.80 Fr 604 & 2.10 To 360 (Lat: 37.410475,  Lng: -77.597992),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 19,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Unnamed Tributary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.504,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 5158,  Location: 1.80 Fr 604 & 2.17 To 360 (Lat: 37.411017,  Lng: -77.598536),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 19,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Unnamed Tributary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.343,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 5159,  Location: 3.20 Fr 604 & 0.70 To 360 (Lat: 37.415678,  Lng: -77.621531),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 39,948 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,927 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Nuttree Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.756,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal 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: 5163,  Location: 4.05 FR 604 & 2.34 TO 76 (Lat: 37.423508,  Lng: -77.630117),  Route carried "on" structure: State highway 288,  Year Built: 1988,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 25,652 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,914 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 360
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.915,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $85,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5165,  Location: 4.05 To 604 & 2.34 Fr 76 (Lat: 37.423422,  Lng: -77.630400),  Route carried "on" structure: State highway 288,  Year Built: 1988,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 25,652 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,914 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 360
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.915,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5167,  Location: 2.66 Fr 360 & 0.85 To 720 (Lat: 37.461050,  Lng: -77.638533),  Route carried "on" structure: State highway 288,  Year Built: 1988,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 25,652 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,914 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.211,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5169,  Location: 0.35 Fr 360 & 2.29 To 76 (Lat: 37.428431,  Lng: -77.632439),  Route carried "on" structure: State highway 288,  Year Built: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 51,305 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,827 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NUTTREE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.429,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

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

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Structure Number: 517,  Location: 1.20 Fr 360 & 1.05 To 76 (Lat: 37.440636,  Lng: -77.635650),  Route carried "on" structure: State highway 288,  Year Built: 1988,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 51,305 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,827 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB. OF NUTTREE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.926,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 5223,  Location: .62 FR 690 & .62 TO 621 (Lat: 37.403358,  Lng: -77.681533),  Route carried "on" structure: US 360,  Year Built: 1928,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 22,853 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,994 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK,  Facility Carried by Structure: HULL ST. ROAD WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.070,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5228,  Location: 0.36 Fr 787 & 0.63 To 907 (Lat: 37.424939,  Lng: -77.627625),  Route carried "on" structure: US 360,  Year Built: 1957,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 41,201 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,040 (year 2040),  Design Load: HS 20,  Features Intersected: NUTTREE BRANCH,  Facility Carried by Structure: HULL STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.633,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 5241,  Location: 0.69 Fr 754 & 0.50 To 907 (Lat: 37.450311,  Lng: -77.637589),  Route carried "on" structure: County highway 604,  Year Built: 1988,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 13,220 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,508 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: GENITO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.627,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 25.2m (82.7ft)

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

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Structure Number: 5287,  Location: .81 FR 654 & .76 TO 653 (Lat: 37.409811,  Lng: -77.603192),  Route carried "on" structure: County highway 651,  Year Built: 1990,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 3,820 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,166 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.107,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5297,  Location: 0.57 Fr 670 & 0.07 To 685 (Lat: 37.497183,  Lng: -77.708517),  Route carried "on" structure: County highway 652,  Year Built: 1974,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 5,377 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTHFOLK SOUTHERN RR,  Facility Carried by Structure: OLD HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.626,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,050,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5301,  Location: .16 FR 651 & .9 TO 756 (Lat: 37.405167,  Lng: -77.593233),  Route carried "on" structure: County highway 653,  Year Built: 1990,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 5,292 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,409 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY 4 TO SWIFT CK,  Facility Carried by Structure: QUALLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.135,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.1 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,  Waterway Adequacy: Equal to present desirable 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5302,  Location: 1.02 Fr 654 & 0.50 To 649 (Lat: 37.395322,  Lng: -77.597061),  Route carried "on" structure: County highway 653,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 6,174 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,260 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: QUALLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.941,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $572,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5314,  Location: .35 FR 652 & 2.45 TO 60 (Lat: 37.479669,  Lng: -77.688547),  Route carried "on" structure: County highway 667,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,824 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,106 (year 2040),  Design Load: H 20,  Features Intersected: TOMAHAWK CREEK,  Facility Carried by Structure: OTTERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.759,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Poor,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021

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Structure Number: 5353,  Location: .09 FR 1873 & .09 TO 1871 (Lat: 37.444319,  Lng: -77.653836),  Route carried "on" structure: County highway 1878,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 718 (year 2015),  Average Future Daily Traffic: 806 (year 2040),  Design Load: H 20,  Features Intersected: NUTTREE BRANCH,  Facility Carried by Structure: OVERCREEK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 23384,  Location: .55 FR 1921 & 1.49 TO 667 (Lat: 37.461494,  Lng: -77.668939),  Route carried "on" structure: County highway 652,  Year Built: 1991,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 16,891 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,647 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: OLD HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 23386,  Location: .69 Fr 1921 & 1.35 To 667 (Lat: 37.462186,  Lng: -77.672703),  Route carried "on" structure: County highway 652,  Year Built: 1991,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 16,891 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,647 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TOMAHAWK CREEK,  Facility Carried by Structure: OLD HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 24145,  Location: .10 Fr 4715 & .10 To 4706 (Lat: 37.403003,  Lng: -77.647561),  Route carried "on" structure: County highway 4713,  Year Built: 1989,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,559 (year 2016),  Average Future Daily Traffic: 2,307 (year 2040),  Design Load: HS 20,  Features Intersected: SPRING RUN,  Facility Carried by Structure: BUCK RUB DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25289,  Location: 1.62 Fr 655 & 0.50 To End (Lat: 37.384492,  Lng: -77.580969),  Route carried "on" structure: County highway 780,  Year Built: 1998,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 361 (year 2018),  Average Future Daily Traffic: 401 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: THIRD BRANCH,  Facility Carried by Structure: STATE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.720,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25395,  Location: 0.58 FR 817 & 0.52 TO 768 (Lat: 37.410981,  Lng: -77.618461),  Route carried "on" structure: County highway 654,  Year Built: 2013,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 10,240 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,112 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: BAILEY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 25579,  Location: 2.66 Fr 360 & 0.85 To 720 (Lat: 37.461053,  Lng: -77.637958),  Route carried "on" structure: Ramp State highway 288,  Year Built: 2003,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,500 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.211,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2558,  Location: .60 FR 754 & 0.85 TO 3750 (Lat: 37.468917,  Lng: -77.647847),  Route carried "on" structure: County highway 720,  Year Built: 2002,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 789 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 868 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 288 & COLL DIST RDS,  Facility Carried by Structure: LUCKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26641,  Location: 1.30 Fr 754 & 0.65 To 952 (Lat: 37.483250,  Lng: -77.664464),  Route carried "on" structure: County highway 950,  Year Built: 2003,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: CHARTER COLONY PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26642,  Location: 1.27 Fr 3840 & 0.49 To 60 (Lat: 37.502886,  Lng: -77.686550),  Route carried "on" structure: State highway 288,  Year Built: 2003,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 19,320 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,049 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.049,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26644,  Location: 1.27 Fr 3840 & 0.49 To 60 (Lat: 37.502794,  Lng: -77.686869),  Route carried "on" structure: State highway 288,  Year Built: 2003,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 19,320 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,049 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.049,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26645,  Location: 0.40 FR 667 & 0.41 TO 971 (Lat: 37.509731,  Lng: -77.687567),  Route carried "on" structure: State highway 60,  Year Built: 2003,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 17,435 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,409 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 288 & COLL DIST RDS,  Facility Carried by Structure: EBL MIDLOTHIAN TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 281.655,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26646,  Location: 0.40 FR 667 & 0.41 TO 971 (Lat: 37.509969,  Lng: -77.687575),  Route carried "on" structure: US 60,  Year Built: 2003,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 17,435 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,409 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 288 & COLL DIST RDS,  Facility Carried by Structure: WBL MIDLOTHIAN TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 281.655,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26647,  Location: 2.02 Fr 652 & 0.78 To 60 (Lat: 37.501225,  Lng: -77.693267),  Route carried "on" structure: County highway 667,  Year Built: 2003,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 2,800 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,650 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILWAY,  Facility Carried by Structure: WATKINS CNTR PRKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26648,  Location: 1.81 FR 720 & .22 TO 3840 (Lat: 37.487236,  Lng: -77.669803),  Route carried "on" structure: State highway 288,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 42,029 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,841 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TOMAHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 26702,  Location: 2.66 Fr 360 & 0.85 To 720 (Lat: 37.461111,  Lng: -77.638167),  Route carried "on" structure: State highway 288,  Year Built: 2003,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 25,652 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,914 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.211,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 75.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26792,  Location: 1.31 Fr 702 & 0.59 To 754 (Lat: 37.414197,  Lng: -77.643958),  Route carried "on" structure: US 360,  Year Built: 2002,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 33,924 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,494 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: HULL SREET RD EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.702,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27381,  Location: 0.20 FR 653 & 1.48 TO 604 (Lat: 37.401550,  Lng: -77.591011),  Route carried "on" structure: County highway 651,  Year Built: 2007,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,592 (year 2020),  Average Future Daily Traffic: 4,494 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N FORK SWIFT CREEK,  Facility Carried by Structure: NEWBYS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 27934,  Location: 0.04Fr D.end &1.00 To 950 (Lat: 37.488508,  Lng: -77.673828),  Route carried "on" structure: County highway 3840,  Year Built: 2003,  Status: Open,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 19,000 (year 2019),  Average Future Daily Traffic: 2,800 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: WOOLRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.3m (122.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.8 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27935,  Location: 1.19 Fr 360 & 1.16 To 604 (Lat: 37.433833,  Lng: -77.642875),  Route carried "on" structure: County highway 754,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,567 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,994 (year 2040),  Design Load: H 20,  Features Intersected: NUTTREE BRANCH,  Facility Carried by Structure: OLD HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 28314,  Location: 0.8 FRM 604 & 0.7 TO 5589 (Lat: 37.450517,  Lng: -77.679744),  Route carried "on" structure: County highway 5583,  Year Built: 2003,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 2,322 (year 2012),  Average Future Daily Traffic: 2,647 (year 2040),  Design Load: HS 20,  Features Intersected: TOMAHAWK CREEK,  Facility Carried by Structure: WATERMILL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 79.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2020

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Structure Number: 28716,  Location: 0.25 FR 653 & 1.43 TO 604 (Lat: 37.401583,  Lng: -77.590436),  Route carried "on" structure: County highway 651,  Year Built: 2007,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,592 (year 2020),  Average Future Daily Traffic: 4,494 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N BRANCH OF SWIFT CREEK,  Facility Carried by Structure: NEWBYS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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