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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 312ft / 94.6mTotal length
  • $31,135,000Total costs
  • 35,116Total average daily traffic
  • 5,572Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Iron Gate
  • No street view available for this location

New bridges in Iron Gate, VA - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 11960-1969
  • 111970-1979
  • 21990-1999
  • 12000-2009
  • 12010-2019
  • 12020-2022
Average Bridge Daily Traffic in Iron Gate, VA
Average Bridge Truck Traffic in Iron Gate, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 58.3%Good
  • 25.0%Satisfactory
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 41.7%Good
  • 16.7%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 58.3%Good
  • 33.3%Satisfactory
  • 8.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Excellent
  • 25.0%Very good
  • 37.5%Good
  • 25.0%Satisfactory
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Structure Number: 1015,  Location: 1.44 RT 60W - 6.27 RT 269 (Lat: 37.831344,  Lng: -79.762150),  Route carried "on" structure: Interstate 64,  Year Built: 1978,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 3,675 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,145 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.466,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1019,  Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.817706,  Lng: -79.741861),  Route carried "on" structure: Interstate 64,  Year Built: 1978,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 3,675 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,145 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 635
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.911,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1021,  Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.818056,  Lng: -79.741447),  Route carried "on" structure: Interstate 64,  Year Built: 1978,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 3,607 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,050 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 635
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.927,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1023,  Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830025,  Lng: -79.771686),  Route carried "on" structure: Interstate 64,  Year Built: 1978,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 4,451 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,231 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 639
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.629,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $290,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1025,  Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830447,  Lng: -79.771906),  Route carried "on" structure: Interstate 64,  Year Built: 1978,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 4,406 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,168 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 639
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.677,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1048,  Location: 0.55 RT 723 - 1.90 RT 722 (Lat: 37.795700,  Lng: -79.727636),  Route carried "on" structure: US 269,  Year Built: 1930,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 438 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 482 (year 2040),  Design Load: H 15,  Features Intersected: SIMPSON CREEK,  Facility Carried by Structure: LNGDALE FURNACE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $440,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $525,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1049,  Location: 0.30 RT 633 - 0.55 RT 723 (Lat: 37.806625,  Lng: -79.741192),  Route carried "on" structure: US 269,  Year Built: 1934,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 438 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 482 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COWPASTURE RIVER,  Facility Carried by Structure: LONGDALE FURNACE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $290,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 105,  Location: 0.58 TO 42 & 0.75 TO 635 (Lat: 37.824425,  Lng: -79.753228),  Route carried "on" structure: US 269,  Year Built: 1930,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 438 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 482 (year 2040),  Design Load: H 15,  Features Intersected: SHARVERS RUN,  Facility Carried by Structure: LONGDALE FURNACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $52,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3393,  Location: 0.0 Rte 633; 0.25 Rte 633 (Lat: 37.750964,  Lng: -79.816081),  Route carried "on" structure: County highway 622,  Year Built: 1967,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 365 (year 2020),  Average Future Daily Traffic: 402 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: James River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.675,  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: 4,  Length of Maximum Span: 28.7m (94.2ft),  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: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: 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: June 2020,  Bridge Improvement Cost: $3,506,000,  Roadway Improvement Cost: $1,227,000,  Total Project Cost: $11,396,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 23453,  Location: 1.30 ALG CO &10.38 Rt 43 (Lat: 37.773417,  Lng: -79.782419),  Route carried "on" structure: US 220,  Year Built: 1992,  Status: Open,  Structure Length: 30.63m (100.49ft),  Average Daily Traffic: 5,603 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,163 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: James R; CSX RR & Rt 700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.083,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 82.3m (270.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27499,  Location: 1.2 RT 634 - 0.7 BOT CO (Lat: 37.791769,  Lng: -79.759589),  Route carried "on" structure: County highway 633,  Year Built: 2013,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 269 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 296 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COWPASTURE RIVER,  Facility Carried by Structure: MCKINNEY HOLLOW
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 29267,  Location: 0.05-Rte220; 0.20- Alg.Co (Lat: 37.788450,  Lng: -79.781408),  Route carried "on" structure: State highway 727,  Year Built: 2009,  Status: Open,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 56 (year 2016),  Average Future Daily Traffic: 68 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Jackson River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,669,000,  Roadway Improvement Cost: $1,417,000,  Total Project Cost: $18,425,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30008,  Location: .2-Rte696; .8-Rte 722N (Lat: 37.745333,  Lng: -79.792250),  Route carried "on" structure: US 220,  Year Built: 2020,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 5,603 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,163 (year 2040),  Design Load: HL 93,  Features Intersected: Big Creek,  Facility Carried by Structure: Botetourt Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $157,000 ( Estimate for 2020)
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Structure Number: 1015,  Location: 1.44 RT 60W - 6.27 RT 269 (Lat: 37.831344,  Lng: -79.762150),  Route carried "under" structure: State highway 42,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 554 (year 2000),  Truck Traffic: 7%,  Features Intersected: RTE 42,  Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 245.501,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1017,  Location: 1.44 TO 60 & 6.27 TO 269 (Lat: 37.831956,  Lng: -79.761953),  Route carried "under" structure: State highway 42,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 554 (year 2000),  Truck Traffic: 7%,  Features Intersected: RTE 42,  Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 245.501,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1019,  Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.817706,  Lng: -79.741861),  Route carried "under" structure: County highway 635,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 410 (year 2005),  Features Intersected: RTE 635,  Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 1021,  Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.818056,  Lng: -79.741447),  Route carried "under" structure: County highway 635,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 410 (year 2005),  Features Intersected: RTE 635,  Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 1023,  Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830025,  Lng: -79.771686),  Route carried "under" structure: County highway 639,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 67 (year 2005),  Features Intersected: RTE 639,  Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 1025,  Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830447,  Lng: -79.771906),  Route carried "under" structure: County highway 639,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 67 (year 2005),  Features Intersected: RTE 639,  Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.4m (47.2ft)

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Structure Number: 23453,  Location: 1.30 ALG CO &10.38 Rt 43 (Lat: 37.773417,  Lng: -79.782419),  Route carried "under" structure: County highway 700,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2019),  Features Intersected: James R; CSX RR & Rt 700,  Facility Carried by Structure: Botetourt Rd. 220
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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