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

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Structure Number: 1913,  Location: 0.64 RT 655 - 0.12 RT 652 (Lat: 38.044036,  Lng: -79.087669),  Route carried "on" structure: US 340,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 5,655 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,220 (year 2040),  Design Load: H 15,  Features Intersected: CHRISTIANS CREEK,  Facility Carried by Structure: STUARTS DRAFT HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.564,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $61,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2089,  Location: 0.40 RT 657 - 1.35 RT 608 (Lat: 38.022567,  Lng: -79.094025),  Route carried "on" structure: County highway 652,  Year Built: 1935,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 60 (year 2013),  Average Future Daily Traffic: 92 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: WILDA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.303,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: 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 minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 209,  Location: 0.14 RT 652 - 0.22 RT 831 (Lat: 38.058678,  Lng: -79.066781),  Route carried "on" structure: State highway 654,  Year Built: 1978,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,008 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,214 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHRISTIANS CREEK,  Facility Carried by Structure: WHITE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.852,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2096,  Location: 1.40 RT 340 - 0.20 RT 11 (Lat: 38.059764,  Lng: -79.111944),  Route carried "on" structure: County highway 655,  Year Built: 1968,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 274 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 298 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NBL RTE 81,  Facility Carried by Structure: WALNUT HILLS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  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: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2098,  Location: 1.60 RT 340 - 0.10 RT 11 (Lat: 38.060800,  Lng: -79.113197),  Route carried "on" structure: County highway 655,  Year Built: 1968,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 274 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 298 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SBL RTE 81,  Facility Carried by Structure: Walnut Hills Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 21,  Location: 0.02 TO 657 - 0.63 TO 899 (Lat: 38.025906,  Lng: -79.065128),  Route carried "on" structure: County highway 656,  Year Built: 1966,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 2,902 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: Offliter Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  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: 3,  Length of Maximum Span: 17.4m (57.1ft),  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: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2366,  Location: 0.41 RT 654 - 0.18 RT 652 (Lat: 38.056136,  Lng: -79.071200),  Route carried "on" structure: County highway 831,  Year Built: 1925,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 444 (year 2016),  Average Future Daily Traffic: 497 (year 2040),  Features Intersected: CHRISTIANS CREEK,  Facility Carried by Structure: OLD WHITE HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.647,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2306,  Location: 0.82 TO 639 & 0.22 TO 633 (Lat: 38.013550,  Lng: -78.989100),  Route carried "on" structure: County highway 634,  Year Built: 1979,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,389 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,345 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: Patton Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 0.8m (2.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29471,  Location: 0.93 rt 686 - 0.04 RT 340 (Lat: 38.040411,  Lng: -79.107961),  Route carried "on" structure: County highway 694,  Year Built: 2010,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 362 (year 2013),  Average Future Daily Traffic: 557 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Trib Christains Creek,  Facility Carried by Structure: Swartzel Shop Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  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 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: 29623,  Location: 1.69 Rt 651 - 0.09 Rt 608 (Lat: 38.064167,  Lng: -79.029722),  Route carried "on" structure: County highway 652,  Year Built: 2011,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 126 (year 2013),  Average Future Daily Traffic: 159 (year 2040),  Design Load: HS 20,  Features Intersected: BARTERBROOK BRANCH,  Facility Carried by Structure: GUTHRIE RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 12.933,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $45,000

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Structure Number: 2096,  Location: 1.40 RT 340 - 0.20 RT 11 (Lat: 38.059764,  Lng: -79.111944),  Route carried "under" structure: Interstate 81,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 42,042 (year 2008),  Truck Traffic: 16%,  Features Intersected: NBL RTE 81,  Facility Carried by Structure: WALNUT HILLS RD.
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 348.574,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 2098,  Location: 1.60 RT 340 - 0.10 RT 11 (Lat: 38.060800,  Lng: -79.113197),  Route carried "under" structure: Interstate 81,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,010 (year 1994),  Features Intersected: SBL RTE 81,  Facility Carried by Structure: Walnut Hills Road
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 17.055,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)