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

Find on map >>   Show street view

Structure Number: 5924,  Location: 0.30 Fr 630 & 0.04 To 626 (Lat: 36.943997,  Lng: -77.496331),  Route carried "on" structure: State highway 40,  Year Built: 1936,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 1,091 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,157 (year 2040),  Design Load: H 15,  Features Intersected: SAPPONY CREEK,  Facility Carried by Structure: McKENNEY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.695,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $385,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 16301,  Location: 1.96MTO654&2.27M TO LEB (Lat: 36.888697,  Lng: -82.098047),  Route carried "on" structure: US 19,  Year Built: 1985,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 5,091 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,129 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUS 19 & ROUTE 660
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.233,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

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: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 17721,  Location: 4.30 mi to Int. Rte. 58 (Lat: 36.772639,  Lng: -77.098892),  Route carried "on" structure: State highway 35,  Year Built: 1980,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 2,632 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,895 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Assamoosick Swamp,  Facility Carried by Structure: Plank Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  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: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 17722,  Location: 0.50 Miles to Rte. 628 (Lat: 36.769758,  Lng: -77.095000),  Route carried "on" structure: State highway 35,  Year Built: 1921,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,632 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,895 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Mill Run,  Facility Carried by Structure: Plank Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.142,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.6 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,  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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 17726,  Location: 2.17 MI. TO INT. RTE. 58 (Lat: 36.747303,  Lng: -77.080189),  Route carried "on" structure: State highway 35,  Year Built: 1932,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,122 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,371 (year 2040),  Features Intersected: Coscorie Branch,  Facility Carried by Structure: Plank Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.233,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.2 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,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 17728,  Location: 1.60 MI. TO INT. RTE. 58 (Lat: 36.715164,  Lng: -77.079003),  Route carried "on" structure: US 35,  Year Built: 1979,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,534 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,887 (year 2040),  Design Load: HS 20,  Features Intersected: Overflow Nottoway River,  Facility Carried by Structure: Meherrin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.375,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 17729,  Location: 0.53 Mi. to Int. Rte. 611 (Lat: 36.683036,  Lng: -77.014708),  Route carried "on" structure: US 58,  Year Built: 1930,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,756 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,658 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Nottoway Swamp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 708.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 42 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $422,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 17739,  Location: 0.05 miles from Route 650 (Lat: 36.683278,  Lng: -77.014653),  Route carried "on" structure: US 58,  Year Built: 1966,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 9,756 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,658 (year 2040),  Features Intersected: Nottoway Swamp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 708.682,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 42 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $521,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 17749,  Location: 1.80 TO 35 / 1.48 TO 742 (Lat: 36.693739,  Lng: -77.070867),  Route carried "on" structure: US 58,  Year Built: 1984,  Status: Open,  Structure Length: 36.58m (120.01ft),  Average Daily Traffic: 7,477 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,468 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Nottoway River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 703.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 98.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.58m (120.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $725,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1775,  Location: 1.63 MI. TO INT. RTE. 35 (Lat: 36.693853,  Lng: -77.074206),  Route carried "on" structure: US 58,  Year Built: 1984,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 14,954 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 19,669 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Overflow Nottoway River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 702.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.1 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 17776,  Location: 1.60 TO 58 / 0.47 TO 649 (Lat: 36.710256,  Lng: -77.030639),  Route carried "on" structure: County highway 611,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 402 (year 2018),  Average Future Daily Traffic: 446 (year 2040),  Design Load: HS 20,  Features Intersected: Flag Run,  Facility Carried by Structure: Flaggy Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 17791,  Location: 1.80 MI. TO INT. RTE. 35 (Lat: 36.747914,  Lng: -77.062894),  Route carried "on" structure: County highway 616,  Year Built: 1976,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,421 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,563 (year 2040),  Design Load: HS 20,  Features Intersected: Coscorie Branch,  Facility Carried by Structure: Ivor Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  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: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $110,000

Find on map >>   Show street view

Structure Number: 17829,  Location: 4.24 TO 35N 1.20TO 35S (Lat: 36.752622,  Lng: -77.096414),  Route carried "on" structure: County highway 647,  Year Built: 1971,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 113 (year 2018),  Average Future Daily Traffic: 125 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Assamoosick Swamp,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1783,  Location: 0.44 TO 35S 050035 N (Lat: 36.743689,  Lng: -77.081850),  Route carried "on" structure: County highway 647,  Year Built: 1972,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 113 (year 2018),  Average Future Daily Traffic: 125 (year 2040),  Design Load: HS 20,  Features Intersected: Coscorie Branch,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021

Find on map >>   Show street view

Structure Number: 17833,  Location: 0.5 MI. TO INT. RTE. 58 (Lat: 36.689994,  Lng: -77.017025),  Route carried "on" structure: County highway 650,  Year Built: 1932,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 943 (year 2018),  Average Future Daily Traffic: 1,100 (year 2040),  Features Intersected: Flag Run,  Facility Carried by Structure: Storys Station Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $167,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 17899,  Location: 1.40 mi. to Int. Rte. 675 (Lat: 36.673622,  Lng: -77.082264),  Route carried "on" structure: County highway 731,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 136 (year 2018),  Average Future Daily Traffic: 151 (year 2040),  Design Load: HS 20,  Features Intersected: Mill Swamp,  Facility Carried by Structure: Ridley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2020

Find on map >>   Show street view

Structure Number: 19323,  Location: 1.62 FR. 640; 3.9 TO 649 (Lat: 37.023467,  Lng: -82.501811),  Route carried "on" structure: State highway 72,  Year Built: 1935,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 541 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 595 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CRANES NEST RIVER,  Facility Carried by Structure: CRANES NEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.395,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 23609,  Location: 1.80 MI. TO INT. RTE. 35 (Lat: 36.693881,  Lng: -77.070950),  Route carried "on" structure: Bypass US 58,  Year Built: 1993,  Status: Open,  Structure Length: 36.58m (120.01ft),  Average Daily Traffic: 7,477 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,468 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Nottoway River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 703.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 96.3 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: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2363,  Location: 1.50 MI. TO INT. RTE. 35 (Lat: 36.693992,  Lng: -77.074186),  Route carried "on" structure: US 58,  Year Built: 1993,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 7,477 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 10,468 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Overflow Nottoway River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 702.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 95.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 24961,  Location: 2.10 MI. RTE. RTE. 58 BUS (Lat: 36.700497,  Lng: -77.099694),  Route carried "on" structure: State highway 35,  Year Built: 1997,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 3,534 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,887 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 58,  Facility Carried by Structure: Meherrin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.885,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.8 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: Somewhat better than minimum adequacy,  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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 29902,  Location: 0.08 mi fr WCL Courtland (Lat: 36.716444,  Lng: -77.073833),  Route carried "on" structure: State highway 35,  Year Built: 2015,  Status: Open,  Structure Length: 27.50m (90.22ft),  Average Daily Traffic: 3,534 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,887 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Nottoway River,  Facility Carried by Structure: Meherrin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

Find on map >>   Show street view

Structure Number: 29988,  Location: 0.2Mito58bus/3.2MifrRte35 (Lat: 36.694517,  Lng: -77.044128),  Route carried "on" structure: County highway 742,  Year Built: 2018,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 1,012 (year 2018),  Average Future Daily Traffic: 1,457 (year 2040),  Design Load: HL 93,  Features Intersected: Route 58,  Facility Carried by Structure: Old Bridge Rd.
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 29989,  Location: .2Mifr58Bus/.9MitoGrnLkDr (Lat: 36.691522,  Lng: -77.041058),  Route carried "on" structure: State highway 742,  Year Built: 2018,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 230 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 250 (year 2035),  Design Load: HL 93,  Features Intersected: Wetlands,  Facility Carried by Structure: Old Bridge Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 24961,  Location: 2.10 MI. RTE. RTE. 58 BUS (Lat: 36.700497,  Lng: -77.099694),  Route carried "under" structure: US 58,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1994),  Truck Traffic: 18%,  Features Intersected: Route 58,  Facility Carried by Structure: Meherrin Road
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 20.466,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

Find on map >>   Show street view

Structure Number: 29988,  Location: 0.2Mito58bus/3.2MifrRte35 (Lat: 36.694517,  Lng: -77.044128),  Route carried "under" structure: 58,  Year Built: 2018,  Structure Length: 0. m,  Features Intersected: Route 58,  Facility Carried by Structure: Old Bridge Rd.
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)