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

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Structure Number: 916,  Location: 0.06 TO 613 & 0.03 TO 694 (Lat: 37.690050,  Lng: -80.091772),  Route carried "on" structure: State highway 18,  Year Built: 1955,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 929 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,253 (year 2040),  Design Load: HS 15,  Features Intersected: POTTS CREEK,  Facility Carried by Structure: POTTS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.955,  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: 4,  Length of Maximum Span: 19.1m (62.7ft),  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: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $285,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9124,  Location: 2.40 from 632/.04 to 621 (Lat: 36.600394,  Lng: -77.637933),  Route carried "on" structure: County highway 633,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 710 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 781 (year 2040),  Design Load: HS 20,  Features Intersected: Cattail Creek,  Facility Carried by Structure: Pine Log Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.273,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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 2021

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Structure Number: 9125,  Location: 1.25 MI TO INT. RTE. 627 (Lat: 36.633144,  Lng: -77.644931),  Route carried "on" structure: County highway 633,  Year Built: 1977,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 565 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 622 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Fountains Creek,  Facility Carried by Structure: Indep Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.070,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9126,  Location: 0.90 TO 611 / 0.20 TO 604 (Lat: 36.689217,  Lng: -77.653664),  Route carried "on" structure: County highway 633,  Year Built: 1973,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 144 (year 2017),  Average Future Daily Traffic: 161 (year 2040),  Design Load: HS 20,  Features Intersected: Douglas Run,  Facility Carried by Structure: Jones Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 9151,  Location: 0.70-Rt 779/0.48-Rt 696 (Lat: 36.585194,  Lng: -79.105875),  Route carried "on" structure: US 58,  Year Built: 1933,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,204 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,486 (year 2040),  Design Load: HS 20,  Features Intersected: Winn's creek,  Facility Carried by Structure: Philpott Road EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 502.653,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $944,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9157,  Location: 0.10 TO 730 - 0.20 TO 853 (Lat: 36.667931,  Lng: -78.755194),  Route carried "on" structure: US 58,  Year Built: 1975,  Status: Open,  Structure Length: 8.89m (29.17ft),  Average Daily Traffic: 2,252 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,154 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Hyco River,  Facility Carried by Structure: Bill Tuck Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 538.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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: April 2021,  Underwater Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9161,  Location: 0.70-Rt.779/0.48-Rt.696 (Lat: 36.585372,  Lng: -79.105869),  Route carried "on" structure: US 58,  Year Built: 1957,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,204 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,486 (year 2040),  Features Intersected: Winns Creek,  Facility Carried by Structure: Philpott Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 502.653,  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: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.6 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9162,  Location: 0.50-Rt. 704/0.90-Rt. 931 (Lat: 36.680261,  Lng: -78.914611),  Route carried "on" structure: US 58,  Year Built: 1958,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 3,883 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,438 (year 2040),  Design Load: HS 15,  Features Intersected: Lawson Creek,  Facility Carried by Structure: Philpott Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 523.401,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  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: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,425,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,137,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9271,  Location: 1.50-Rt 683 / 2.40-Rt 691 (Lat: 36.672083,  Lng: -79.061231),  Route carried "on" structure: County highway 659,  Year Built: 1950,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 376 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 414 (year 2040),  Features Intersected: Birch Creek,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9327,  Location: 1.43 TO 734 - 0.67 TO 602 (Lat: 36.616800,  Lng: -78.735000),  Route carried "on" structure: County highway 733,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 134 (year 2020),  Average Future Daily Traffic: 188 (year 2040),  Features Intersected: North Fork Creek,  Facility Carried by Structure: East Hitesburg Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  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: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12809,  Location: .07FRBS360460/.36TO460SPL (Lat: 37.189694,  Lng: -78.192453),  Route carried "on" structure: US 360,  Year Built: 1936,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 5,989 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,386 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.367,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $560,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1281,  Location: .12 FR 621 & .4 WCL BURKV (Lat: 37.189961,  Lng: -78.216961),  Route carried "on" structure: US 360,  Year Built: 1951,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,817 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: U.S. 460 & N&S RAILWAY,  Facility Carried by Structure: E.PATRICK HENRY HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.800,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 50.5 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 12812,  Location: .11 FR 621 & .41 WCL BRKV (Lat: 37.190081,  Lng: -78.217219),  Route carried "on" structure: US 360,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,817 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: U.S. 460 & N&W RAILWAY,  Facility Carried by Structure: W.PATRICK HENRY HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.791,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12815,  Location: .07 FR 460EBL;.1TO WCLBUK (Lat: 37.192611,  Lng: -78.211739),  Route carried "on" structure: US 360,  Year Built: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,069 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,097 (year 2040),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: WESTCOLONIAL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.399,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $840,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $1,370,000

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Structure Number: 12816,  Location: .07 FR 360 & .31 TO 460 (Lat: 37.189747,  Lng: -78.192203),  Route carried "on" structure: US 360,  Year Built: 1968,  Status: Open,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 5,989 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,386 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: W COLONIAL TRAIL H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.367,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12822,  Location: .05 TO ECL BURK & .09 723 (Lat: 37.189753,  Lng: -78.186014),  Route carried "on" structure: US 460,  Year Built: 1969,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 4,264 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,766 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: U.S. 360 (EBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 433.568,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,084,000,  Roadway Improvement Cost: $1,542,000,  Total Project Cost: $4,656,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1288,  Location: 1.22 FR 360 & 3.5 TO 629 (Lat: 37.212692,  Lng: -78.201772),  Route carried "on" structure: County highway 628,  Year Built: 1978,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 443 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 620 (year 2040),  Design Load: H 20,  Features Intersected: FLAT CREEK,  Facility Carried by Structure: DUTCHTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $125,000 ( Estimate for 2016)

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Structure Number: 12883,  Location: .6 FR 628 & 1.3 TO 647 (Lat: 37.251253,  Lng: -78.186181),  Route carried "on" structure: County highway 629,  Year Built: 1986,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 77 (year 2014),  Average Future Daily Traffic: 87 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAT CREEK,  Facility Carried by Structure: BOB WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $660,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $861,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12902,  Location: .4 FR.724 & 1.2 TO 650 (Lat: 37.173656,  Lng: -78.186653),  Route carried "on" structure: County highway 723,  Year Built: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,538 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,981 (year 2040),  Design Load: H 20,  Features Intersected: MALLORY'S CREEK,  Facility Carried by Structure: LEWISTON PLANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $221,000 ( Estimate for 2016)

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Structure Number: 12903,  Location: .1 FR 624 & .07 TO 460 (Lat: 37.187897,  Lng: -78.182892),  Route carried "on" structure: County highway 723,  Year Built: 1974,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 1,538 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,981 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: LEWISTON PLANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.427,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $128,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12904,  Location: 1.9 FR 625 & .7 TO 633 (Lat: 37.142775,  Lng: -78.177742),  Route carried "on" structure: County highway 723,  Year Built: 1946,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 1,572 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,729 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE NOTTOWAY RIVER,  Facility Carried by Structure: LEWISTON PLANK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.876,  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: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.4 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: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12905,  Location: 1.2 FR 723 & .2 SCL BURKE (Lat: 37.177161,  Lng: -78.201581),  Route carried "on" structure: County highway 724,  Year Built: 1962,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 331 (year 2017),  Average Future Daily Traffic: 340 (year 2040),  Design Load: HS 20,  Features Intersected: MALLORYS CREEK,  Facility Carried by Structure: OLD PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.940,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $74,000 ( Estimate for 2017)

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Structure Number: 14326,  Location: 00.17FR740/00.03TO1297 (Lat: 38.659200,  Lng: -77.260481),  Route carried "on" structure: County highway 639,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,544 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,702 (year 2040),  Design Load: HS 20,  Features Intersected: MARUMSCO CREEK,  Facility Carried by Structure: HORNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.551,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $15,000 ( Estimate for 2015)

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Structure Number: 29567,  Location: 1.10 FR 360 & 4.15 TO 629 (Lat: 37.210083,  Lng: -78.202667),  Route carried "on" structure: County highway 628,  Year Built: 2011,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 443 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 620 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED TRIB (FLAT CK),  Facility Carried by Structure: DUTCHTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $120,000 ( Estimate for 2016)

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Structure Number: 29901,  Location: 0.77-Nott Co./0.03-Rt 360 (Lat: 37.172481,  Lng: -78.245831),  Route carried "on" structure: County highway 622,  Year Built: 2020,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 154 (year 2017),  Average Future Daily Traffic: 172 (year 2040),  Design Load: HL 93,  Features Intersected: NS Railway,  Facility Carried by Structure: Racoon Crossing Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 1281,  Location: .12 FR 621 & .4 WCL BURKV (Lat: 37.189961,  Lng: -78.216961),  Route carried "under" structure: US 460,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: U.S. 460 & N&S RAILWAY,  Facility Carried by Structure: E.PATRICK HENRY HY
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 430.343,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 12812,  Location: .11 FR 621 & .41 WCL BRKV (Lat: 37.190081,  Lng: -78.217219),  Route carried "under" structure: US 460,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: U.S. 460 & N&W RAILWAY,  Facility Carried by Structure: W.PATRICK HENRY HY
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 430.327,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 12822,  Location: .05 TO ECL BURK & .09 723 (Lat: 37.189753,  Lng: -78.186014),  Route carried "under" structure: US 360,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,270 (year 2008),  Truck Traffic: 7%,  Features Intersected: U.S. 360 (EBL),  Facility Carried by Structure: U.S. 460 (WBL)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 142.043,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)