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

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Structure Number: 4008,  Location: 0.20-Rt.683/ 0.00-P.E. Co (Lat: 37.340406,  Lng: -78.471397),  Route carried "on" structure: US 15,  Year Built: 1990,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,280 (year 2040),  Features Intersected: Appomattox River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.097,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5726,  Location: 1.30 to 657 - 0.80 to 702 (Lat: 37.317619,  Lng: -78.352972),  Route carried "on" structure: County highway 600,  Year Built: 1990,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 860 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 946 (year 2040),  Features Intersected: Bad Luck Branch,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.836,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: May 2021

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Structure Number: 5755,  Location: 0.20 to 668 - 0.50 to 637 (Lat: 37.345661,  Lng: -78.411261),  Route carried "on" structure: County highway 635,  Year Built: 1994,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 153 (year 2017),  Average Future Daily Traffic: 171 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Pleasant Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 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: 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: January 2021

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Structure Number: 7805,  Location: 0.87 RT 755; 1.52 RT 827 (Lat: 36.930481,  Lng: -79.872778),  Route carried "on" structure: US 220,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,211 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,095 (year 2040),  Design Load: HS 20,  Features Intersected: N Fork Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.873,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 7806,  Location: 0.02 RT 756; 0.89 RT 724 (Lat: 36.904300,  Lng: -79.866400),  Route carried "on" structure: US 220,  Year Built: 1967,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,211 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,095 (year 2040),  Design Load: HS 20,  Features Intersected: S Fork Chestnut Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.673,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 7897,  Location: 0.20 RT 1612; 0.70 RT 692 (Lat: 37.115986,  Lng: -79.937369),  Route carried "on" structure: County highway 684,  Year Built: 1982,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,168 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,635 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Maggodee Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  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: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 79,  Location: 0.10 RT 691; 0.90 RT 697 (Lat: 37.093436,  Lng: -79.856322),  Route carried "on" structure: County highway 687,  Year Built: 1932,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 72 (year 2014),  Average Future Daily Traffic: 81 (year 2040),  Features Intersected: Mollie Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7902,  Location: 0.70 RT 678; 1.50 RT 972 (Lat: 37.134197,  Lng: -79.815253),  Route carried "on" structure: County highway 688,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 707 (year 2014),  Average Future Daily Traffic: 1,075 (year 2040),  Features Intersected: Gills Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.503,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $829,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $2,654,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8124,  Location: 0.30 T0 11 - 3.31 TO 672 (Lat: 39.220672,  Lng: -78.138608),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 22,991 (year 2010),  Truck Traffic: 25%,  Average Future Daily Traffic: 36,786 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W & W RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.094,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $745,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $751,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8126,  Location: 4.47 TO 627 - 0.36 TO 277 (Lat: 39.077956,  Lng: -78.220042),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 47,081 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 65,913 (year 2040),  Design Load: HS 20,  Features Intersected: STEPHENS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 494.784,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 8163,  Location: 0.47 TO 771 - 0.18 TO 127 (Lat: 39.337911,  Lng: -78.307219),  Route carried "on" structure: US 522,  Year Built: 1989,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 6,955 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,738 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE ISSAC CREEK,  Facility Carried by Structure: N FREDERICK PK-NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.446,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 8168,  Location: 1.10 TO 608 - 0.10 TO 681 (Lat: 39.267597,  Lng: -78.240142),  Route carried "on" structure: US 522,  Year Built: 1966,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 7,902 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOGUE CREEK,  Facility Carried by Structure: N FREDERICK PK-SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 233.672,  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: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $202,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 13559,  Location: 1.60 to 40 - 0.60 to 782 (Lat: 36.947683,  Lng: -79.600919),  Route carried "on" structure: County highway 635,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 145 (year 2015),  Average Future Daily Traffic: 190 (year 2040),  Features Intersected: Jonnikin Creek,  Facility Carried by Structure: Armstrong Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 20.9 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $503,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13876,  Location: 0.96N-Rt 15/3.70S-Rt 15 (Lat: 37.305781,  Lng: -78.447389),  Route carried "on" structure: Bypass US 15,  Year Built: 1976,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 4,516 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,322 (year 2040),  Features Intersected: Pedestrian Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  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: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13878,  Location: 0.83 CL Farm/0.05 Rt 628 (Lat: 37.269008,  Lng: -78.405694),  Route carried "on" structure: US 15,  Year Built: 1976,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Rte 460 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.446,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1388,  Location: .83-Farmville/.05 Rt 628 (Lat: 37.268986,  Lng: -78.405450),  Route carried "on" structure: US 15,  Year Built: 1976,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 5,359 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,455 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Route 460 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.446,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 13882,  Location: 1.76-Rt 15N/2.98-Rt 15S (Lat: 37.295028,  Lng: -78.440333),  Route carried "on" structure: Bypass US 15,  Year Built: 1976,  Status: Open,  Structure Length: 11.02m (36.15ft),  Average Daily Traffic: 4,516 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,322 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.035,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13884,  Location: 0.96-Rt 15N/ 3.70-Rt 15S (Lat: 37.306006,  Lng: -78.446808),  Route carried "on" structure: Bypass US 15,  Year Built: 1976,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 4,516 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,322 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Pedestrian trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13885,  Location: 0.24N-Rt 15/ 0.40-Rt 460B (Lat: 37.312381,  Lng: -78.461031),  Route carried "on" structure: Bypass US 15,  Year Built: 1976,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 460 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.838,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13887,  Location: 0.24-Rt 15Bus/0.36-Rt460B (Lat: 37.312481,  Lng: -78.461211),  Route carried "on" structure: Bypass US 15,  Year Built: 1976,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 1,439 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,583 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 460 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.838,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13889,  Location: 0.88 to 15S/4.30 to 15N (Lat: 37.274328,  Lng: -78.419936),  Route carried "on" structure: US 15,  Year Built: 1976,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,516 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,322 (year 2040),  Features Intersected: Little Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.999,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1389,  Location: 0.88 to 15S / 4.30 to 15N (Lat: 37.275031,  Lng: -78.419489),  Route carried "on" structure: US 15,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,516 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,322 (year 2040),  Design Load: HS 20,  Features Intersected: Little Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.999,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 13907,  Location: 0.86-ECL Farm/ 0.25-Rt460 (Lat: 37.280611,  Lng: -78.363353),  Route carried "on" structure: Business US 460,  Year Built: 1928,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 7,245 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,970 (year 2040),  Features Intersected: Briery Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.647,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,304,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,956,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13911,  Location: 0.06 to 630 - 0.16 to 636 (Lat: 37.278583,  Lng: -78.351222),  Route carried "on" structure: US 460,  Year Built: 1971,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 6,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,171 (year 2040),  Features Intersected: Bush River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 412.733,  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: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13914,  Location: 2.78-15Bus/0.31-460Bus (Lat: 37.279050,  Lng: -78.361169),  Route carried "on" structure: Bypass US 460,  Year Built: 1978,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 6,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,171 (year 2040),  Features Intersected: 460 EBL Business
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.778,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13916,  Location: 1.25-Rt15Bus/1.53-Rt460Bu (Lat: 37.268169,  Lng: -78.383886),  Route carried "on" structure: Bypass US 460,  Year Built: 1978,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,171 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Briery Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13944,  Location: 0.09-Rt 642/0.72-SCL Farm (Lat: 37.280928,  Lng: -78.426814),  Route carried "on" structure: County highway 628,  Year Built: 1976,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 748 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,047 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Routes 15 & 460 Bypass,  Facility Carried by Structure: Germantown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.005,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13948,  Location: 1.45-Rt.15 / 0.50-Rt.630 (Lat: 37.255400,  Lng: -78.392653),  Route carried "on" structure: County highway 628,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,112 (year 2017),  Average Future Daily Traffic: 1,571 (year 2040),  Features Intersected: Briery Creek,  Facility Carried by Structure: Zion Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.873,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 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: Meets minimum limits,  Waterway Adequacy: Better than 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

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Structure Number: 13949,  Location: 0.67 to 642 - 0.93 to 15 (Lat: 37.272461,  Lng: -78.422008),  Route carried "on" structure: County highway 628,  Year Built: 1973,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,094 (year 2020),  Average Future Daily Traffic: 1,532 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Little Buffalo Creek,  Facility Carried by Structure: Commerce Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.783,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1397,  Location: 0.54-Rt 642 / 0.11-Rt 644 (Lat: 37.286719,  Lng: -78.435411),  Route carried "on" structure: County highway 643,  Year Built: 1976,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 1,163 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,628 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Rte 15 BP & 460 BP,  Facility Carried by Structure: Bk Hampden-Sydney
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14005,  Location: 0.47-Rt 695/1.13-Dead End (Lat: 37.302281,  Lng: -78.472958),  Route carried "on" structure: County highway 675,  Year Built: 1981,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 306 (year 2017),  Average Future Daily Traffic: 447 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Pedestrian Trail,  Facility Carried by Structure: Dry Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.778,  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: 3,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $904,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,357,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14007,  Location: 0.20 to 678 / 0.11 to 768 (Lat: 37.314436,  Lng: -78.466369),  Route carried "on" structure: County highway 695,  Year Built: 1976,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 1,043 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,147 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 460 Bypass,  Facility Carried by Structure: Tuggle Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,468,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $2,202,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22433,  Location: 0.30 WCL Farmville (Lat: 37.297944,  Lng: -78.409939),  Route carried "on" structure: Business City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,894 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,043 (year 2040),  Features Intersected: Little Buffalo Creek,  Facility Carried by Structure: High Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 22435,  Location: .10 S Main St/.01 Va St. (Lat: 37.300400,  Lng: -78.391703),  Route carried "on" structure: Business City street ,  Year Built: 1932,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,839 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,023 (year 2040),  Features Intersected: Gross Creek,  Facility Carried by Structure: Fourth Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $753,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22437,  Location: 0.95NCL Farm/.36 Rt 15 BS (Lat: 37.306856,  Lng: -78.389406),  Route carried "on" structure: State highway 45,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 9,273 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,986 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Appomattox River,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.963,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 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: 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,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,902,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $4,353,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 24292,  Location: 1.25-Rt15 B/1.53-Rt460 B (Lat: 37.266094,  Lng: -78.382567),  Route carried "on" structure: Bypass US 460,  Year Built: 1995,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 6,550 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,171 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Briery Creek,  Facility Carried by Structure: Prince Edward Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.314,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26006,  Location: 0.89 to 628 - 1.00 to 636 (Lat: 37.235964,  Lng: -78.381058),  Route carried "on" structure: County highway 637,  Year Built: 1999,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 228 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 312 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Bush River,  Facility Carried by Structure: Worsham Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.421,  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: 11.9m (39.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28389,  Location: 1.10 TO 695/0.13 TO 460BU (Lat: 37.303750,  Lng: -78.405728),  Route carried "on" structure: Business US 15,  Year Built: 2008,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 8,486 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,843 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30405,  Location: 0.75 to 635 - 0.75 to 668 (Lat: 37.337139,  Lng: -78.422250),  Route carried "on" structure: County highway 637,  Year Built: 2014,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 133 (year 2017),  Average Future Daily Traffic: 148 (year 2040),  Design Load: HL 93,  Features Intersected: DRY CREEK,  Facility Carried by Structure: S. AIRPORT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31285,  Location: 0.55 to 655 - 1.00 to 713 (Lat: 36.619642,  Lng: -79.265172),  Route carried "on" structure: County highway 730,  Year Built: 2019,  Status: Closed,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2035),  Design Load: HS 20,  Features Intersected: Sandy Creek,  Facility Carried by Structure: Countryside Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.157,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13878,  Location: 0.83 CL Farm/0.05 Rt 628 (Lat: 37.269008,  Lng: -78.405694),  Route carried "under" structure: Bypass US 460,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 12%,  Features Intersected: Rte 460 Bypass,  Facility Carried by Structure: SBL Route 15
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 399.997,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 1388,  Location: .83-Farmville/.05 Rt 628 (Lat: 37.268986,  Lng: -78.405450),  Route carried "under" structure: Bypass US 460,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 9,350 (year 2019),  Truck Traffic: 12%,  Features Intersected: Route 460 Bypass,  Facility Carried by Structure: NBL Route 15
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 400.078,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 13885,  Location: 0.24N-Rt 15/ 0.40-Rt 460B (Lat: 37.312381,  Lng: -78.461031),  Route carried "under" structure: Bypass US 15,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 13%,  Features Intersected: 460 Bypass
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 407.447,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 13887,  Location: 0.24-Rt 15Bus/0.36-Rt460B (Lat: 37.312481,  Lng: -78.461211),  Route carried "under" structure: Bypass US 15,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2014),  Truck Traffic: 12%,  Features Intersected: Route 460 Bypass
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 407.415,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 13914,  Location: 2.78-15Bus/0.31-460Bus (Lat: 37.279050,  Lng: -78.361169),  Route carried "under" structure: Business US 460,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2013),  Truck Traffic: 2%,  Features Intersected: 460 EBL Business
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 10.973,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 13944,  Location: 0.09-Rt 642/0.72-SCL Farm (Lat: 37.280928,  Lng: -78.426814),  Route carried "under" structure: Bypass US 15,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2013),  Truck Traffic: 2%,  Features Intersected: Routes 15 & 460 Bypass,  Facility Carried by Structure: Germantown Road
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 97.972,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)