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

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Structure Number: 3228,  Location: 2.32 Rke Co; 0.79 Rt 220 (Lat: 37.377847,  Lng: -79.909544),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 23,925 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 33,495 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tinker Creek & NS Rwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.964,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.20m (108.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,224,000,  Roadway Improvement Cost: $3,251,000,  Total Project Cost: $25,646,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3229,  Location: 2.31 Rke Co; 0.74 Rt 220 (Lat: 37.378136,  Lng: -79.909772),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 29,067 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 40,694 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tinker Creek & NS Rwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.852,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,224,000,  Roadway Improvement Cost: $3,251,000,  Total Project Cost: $25,646,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3457,  Location: 0.00-RT1004T; 0.00-RT11 (Lat: 37.369203,  Lng: -79.908372),  Route carried "on" structure: County highway 654,  Year Built: 1982,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 6,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,680 (year 2040),  Features Intersected: TINKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.973,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,392,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $4,454,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3537,  Location: 0.00-Rte11; 0.00-Rte1004 (Lat: 37.370122,  Lng: -79.907394),  Route carried "on" structure: County highway T1003,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 265 (year 2016),  Average Future Daily Traffic: 325 (year 2040),  Features Intersected: Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.529,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,900,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 4581,  Location: 12.59-NC LINE 2.43-RTE58 (Lat: 36.718589,  Lng: -80.745692),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 16,918 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 23,685 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 702-STABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.241,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4642,  Location: 0.85-Rte626; 0.25-Rte638 (Lat: 36.793064,  Lng: -80.552828),  Route carried "on" structure: County highway 627,  Year Built: 1966,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 41 (year 2019),  Average Future Daily Traffic: 45 (year 2040),  Features Intersected: Adams Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $581,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15033,  Location: 0.47-Botet Co; 0.00-Rt703 (Lat: 37.325414,  Lng: -79.866408),  Route carried "on" structure: County highway 636,  Year Built: 1973,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 283 (year 2019),  Average Future Daily Traffic: 313 (year 2040),  Features Intersected: Glade Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,493,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 15115,  Location: 0.02 Rte220A; 0.28-1085 (Lat: 37.329711,  Lng: -79.872933),  Route carried "on" structure: County highway 781,  Year Built: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,556 (year 2019),  Average Future Daily Traffic: 3,630 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Cooks Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.896,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 32.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 24047,  Location: 0.10-Rte654; 0.40-Rte1009 (Lat: 37.363606,  Lng: -79.907444),  Route carried "on" structure: County highway 605,  Year Built: 1994,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,048 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,067 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch of Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,167,000 ( Estimate for 2020)

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Structure Number: 24234,  Location: .20-Rte1420; .50-Rte654 (Lat: 37.345408,  Lng: -79.881889),  Route carried "on" structure: Alternate State highway 220,  Year Built: 1995,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 16,331 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,863 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Cook Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.861,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 14 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: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $1,796,000 ( Estimate for 2021)

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Structure Number: 24236,  Location: 0.01-Rte605; 0.01-Rte1090 (Lat: 37.363167,  Lng: -79.905100),  Route carried "on" structure: County highway 654,  Year Built: 1995,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 8,474 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,864 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch of Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.99m (3.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,527,000 ( Estimate for 2021)

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Structure Number: 26639,  Location: 0.02-220Alt; 0.03-Roa Co (Lat: 37.332864,  Lng: -79.874211),  Route carried "on" structure: County highway 1464,  Year Built: 1998,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,522 (year 2016),  Average Future Daily Traffic: 2,253 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Cook Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $317,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,013,000 ( Estimate for 2020)

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Structure Number: 29511,  Location: .97-Rte220;1.87-RkeColine (Lat: 37.373583,  Lng: -79.905028),  Route carried "on" structure: US 11,  Year Built: 2018,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 9,371 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,308 (year 2040),  Design Load: HL 93,  Features Intersected: Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.9 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.43m (11.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,079,000,  Roadway Improvement Cost: $378,000,  Total Project Cost: $3,507,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place