Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 22Number of bridges
  • 279ft / 85.4mTotal length
  • $53,451,000Total costs
  • 148,298Total average daily traffic
  • 12,901Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Collinsville
  • No street view available for this location

New bridges in Collinsville, VA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 11950-1959
  • 21960-1969
  • 131970-1979
  • 11980-1989
  • 31990-1999
Average Bridge Daily Traffic in Collinsville, VA
Average Bridge Truck Traffic in Collinsville, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.3%Very good
  • 31.3%Good
  • 62.5%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 6.3%Very good
  • 37.5%Good
  • 50.0%Satisfactory
  • 6.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Good
  • 56.3%Satisfactory
  • 31.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 26.7%Very good
  • 26.7%Good
  • 33.3%Satisfactory
  • 13.3%Fair
Find on map >>   Show street view

Structure Number: 10019,  Location: 0.39 MARTV; 0.02 RT 667 (Lat: 36.688961,  Lng: -79.907636),  Route carried "on" structure: State highway 57,  Year Built: 1922,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 2,708 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,979 (year 2040),  Design Load: H 15,  Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.239,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.43m (11.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,542,000,  Roadway Improvement Cost: $890,000,  Total Project Cost: $8,515,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 10055,  Location: 0.38NCL Mart; 1.34-Rte108 (Lat: 36.718256,  Lng: -79.881436),  Route carried "on" structure: State highway 174,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,307 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,230 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Little Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $463,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $1,551,000 ( Estimate for 2020)
Find on map >>   Show street view

Structure Number: 10056,  Location: 1.38NCL Mart; 0.34-Rte108 (Lat: 36.731978,  Lng: -79.883017),  Route carried "on" structure: State highway 174,  Year Built: 1990,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 12,307 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,230 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,864,000,  Roadway Improvement Cost: $1,352,000,  Total Project Cost: $12,945,000 ( Estimate for 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: 10059,  Location: 5.85 Frk Co; 7.78 Rt 58 (Lat: 36.738861,  Lng: -79.936489),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 6,767 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,293 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 57 & 220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.306,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum 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: Wearing Surface: Epoxy Overlay
Find on map >>   Show street view

Structure Number: 10061,  Location: 5.85-FRK CO; 7.78-RT.58 (Lat: 36.738811,  Lng: -79.936781),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 6,767 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,293 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTES 57 & 220 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.306,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Wearing Surface: Epoxy Overlay
Find on map >>   Show street view

Structure Number: 10063,  Location: 0.05 Rt. 670; 0.22 Rt 993 (Lat: 36.738819,  Lng: -79.928892),  Route carried "on" structure: Business US 220,  Year Built: 1940,  Status: Temporarily open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,282 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,595 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.985,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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 minimum criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,093,000,  Roadway Improvement Cost: $928,000,  Total Project Cost: $9,897,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 1007,  Location: 0.43 Rt 220BP;3.93 Mrtnvl (Lat: 36.738775,  Lng: -79.928994),  Route carried "on" structure: Business US 220,  Year Built: 1957,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 8,282 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,595 (year 2040),  Design Load: HS 20,  Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 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 minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,021,000,  Roadway Improvement Cost: $906,000,  Total Project Cost: $9,668,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 10071,  Location: 0.69-RT57&220; 1.03-RT57A (Lat: 36.729019,  Lng: -79.937789),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,767 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,293 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.203,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >>   Show street view

Structure Number: 10072,  Location: 0.69-57& 220; 7.09 -58 (Lat: 36.729131,  Lng: -79.937528),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,767 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,293 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.203,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >>   Show street view

Structure Number: 10073,  Location: 0.93 Rt 57&220; 6.58 Rt58 (Lat: 36.725200,  Lng: -79.938600),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 5,759 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Rt 57 EBL & Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.779,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 10075,  Location: 0.93 Rt 57&220;6.85 Rt 58 (Lat: 36.725167,  Lng: -79.938328),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 5,759 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 57 EBL & REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.781,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 10077,  Location: 1.19-RT 57:220;6.58-RT 58 (Lat: 36.722094,  Lng: -79.941378),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 5,759 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH RIVER & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.358,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 10078,  Location: 1.19 RT 57 & 220; 6.58 58 (Lat: 36.722014,  Lng: -79.941136),  Route carried "on" structure: Bypass US 220,  Year Built: 1976,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 5,759 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH RIVER & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.366,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: 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: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 10103,  Location: 0.35 Rt 670; 1.00 Rt 669 (Lat: 36.754550,  Lng: -79.913497),  Route carried "on" structure: County highway 609,  Year Built: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 331 (year 2019),  Average Future Daily Traffic: 340 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.430,  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: 1,  Length of Maximum Span: 9.0m (29.5ft),  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: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 83.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $481,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,540,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >>   Show street view

Structure Number: 10174,  Location: 0.30-Rte371; 0.20-Rte108 (Lat: 36.742817,  Lng: -79.880811),  Route carried "on" structure: County highway 714,  Year Built: 1967,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 788 (year 2018),  Average Future Daily Traffic: 997 (year 2040),  Design Load: HL 93,  Features Intersected: Beaver Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $860,000,  Roadway Improvement Cost: $215,000,  Total Project Cost: $2,751,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 10177,  Location: 0.07-Rte609; 0.00-Rte848 (Lat: 36.714222,  Lng: -79.914564),  Route carried "on" structure: County highway 728,  Year Built: 1966,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,170 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,532 (year 2040),  Features Intersected: Daniels Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.137,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  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: $641,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,053,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 26002,  Location: 0.05-Rte670; 0.95-Rte220B (Lat: 36.729525,  Lng: -79.937053),  Route carried "on" structure: County highway 993,  Year Built: 1999,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 219 (year 2018),  Average Future Daily Traffic: 243 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Reed Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.544,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 86.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,416,000,  Roadway Improvement Cost: $354,000,  Total Project Cost: $4,531,000 ( Estimate for 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: 10032,  Location: 4.00 Rt 57; At Rt 220 BP (Lat: 36.720986,  Lng: -79.949989),  Route carried "under" structure: Bypass US 220,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2017),  Truck Traffic: 15%,  Features Intersected: Rte. 220 Bypass,  Facility Carried by Structure: River Road 57A
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 26.581,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 10059,  Location: 5.85 Frk Co; 7.78 Rt 58 (Lat: 36.738861,  Lng: -79.936489),  Route carried "under" structure: US 57,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 2%,  Features Intersected: 57 & 220 BUS
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 68.608,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

Find on map >>   Show street view

Structure Number: 10061,  Location: 5.85-FRK CO; 7.78-RT.58 (Lat: 36.738811,  Lng: -79.936781),  Route carried "under" structure: US 57,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2014),  Truck Traffic: 4%,  Features Intersected: RTES 57 & 220 BUS
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 68.608,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

Find on map >>   Show street view

Structure Number: 10073,  Location: 0.93 Rt 57&220; 6.58 Rt58 (Lat: 36.725200,  Lng: -79.938600),  Route carried "under" structure: Ramp State highway 57,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2014),  Truck Traffic: 1%,  Features Intersected: Rt 57 EBL & Reed Creek,  Facility Carried by Structure: 220 SBL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 10075,  Location: 0.93 Rt 57&220;6.85 Rt 58 (Lat: 36.725167,  Lng: -79.938328),  Route carried "under" structure: Ramp State highway 57,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2014),  Features Intersected: 57 EBL & REED CREEK,  Facility Carried by Structure: 220 NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Discuss Collinsville, Virginia (VA) on our hugely popular Virginia forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.