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

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Structure Number: 527,  Location: .53 FR 626 & 2.79 TO 655 (Lat: 37.340911,  Lng: -77.548356),  Route carried "on" structure: County highway 636,  Year Built: 1988,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 7,130 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,982 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FIRST BRANCH,  Facility Carried by Structure: NASH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.700,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $720,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,046,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14444,  Location: 0.30-Rte644; 0.50-Rte611 (Lat: 37.064094,  Lng: -80.704683),  Route carried "on" structure: ServiceCounty highway F047,  Year Built: 1932,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,863 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,008 (year 2040),  Design Load: HS 20,  Features Intersected: Goose Creek,  Facility Carried by Structure: PossumHollowRdFO47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.862,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $557,000 ( Estimate for 2015)

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Structure Number: 14453,  Location: .98-Rte643W ; .78-Rte645 (Lat: 37.087108,  Lng: -80.745050),  Route carried "on" structure: US 11,  Year Built: 1922,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,247 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,347 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Thornspring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.096,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $820,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $2,829,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14456,  Location: 3.12-Rte 100; 3.89-Rte 99 (Lat: 37.091428,  Lng: -80.742483),  Route carried "on" structure: US 11,  Year Built: 1932,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,247 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,347 (year 2040),  Design Load: HS 20,  Features Intersected: Thornspring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.646,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: January 2021

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Structure Number: 14457,  Location: 3.17-Rte.100; 3.82-Rte99 (Lat: 37.090867,  Lng: -80.743050),  Route carried "on" structure: US 11,  Year Built: 1932,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,247 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,347 (year 2040),  Design Load: HS 20,  Features Intersected: Thornspring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.533,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $331,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,141,000 ( Estimate for 2021)

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Structure Number: 1446,  Location: 0.98-Rte643W; 0.78-Rte645 (Lat: 37.086900,  Lng: -80.744972),  Route carried "on" structure: US 11,  Year Built: 1953,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,495 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,797 (year 2040),  Design Load: HS 15,  Features Intersected: Thornspring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.094,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $1,711,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1447,  Location: 1.16-RTE99; 2.73-RTE100 (Lat: 37.045442,  Lng: -80.716125),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 19,752 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,653 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.464,  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: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14471,  Location: 1.61-RTE99; 2.73-RTE100 (Lat: 37.045517,  Lng: -80.716336),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 19,165 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,831 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.333,  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: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14484,  Location: 2.62 RT 99; 1.72 RT 100 (Lat: 37.059797,  Lng: -80.709311),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 19,165 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,831 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 644_MILLER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.006,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,698,000,  Roadway Improvement Cost: $1,214,000,  Total Project Cost: $9,579,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14486,  Location: 0.83 ROUTE 644 (Lat: 37.069161,  Lng: -80.705547),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 19,752 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,653 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 611_NEWBERN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.248,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  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: 14488,  Location: 3.31-RT 99; 1.03-RT 100 (Lat: 37.069169,  Lng: -80.706106),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 19,165 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,831 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 611_NEWBERN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.116,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: 14566,  Location: 1.10-Rte637; 1.95-Rte643W (Lat: 37.133583,  Lng: -80.757722),  Route carried "on" structure: County highway 636,  Year Built: 1932,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 90 (year 2014),  Average Future Daily Traffic: 102 (year 2040),  Design Load: HL 93,  Features Intersected: Back Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.249,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1457,  Location: 2.5O-Rt 738; 1.15-Rt 674 (Lat: 37.067283,  Lng: -80.797294),  Route carried "on" structure: County highway 640,  Year Built: 1932,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 234 (year 2020),  Average Future Daily Traffic: 328 (year 2040),  Design Load: HL 93,  Features Intersected: North Fork Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  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: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $1,624,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 14571,  Location: 2.65-RT 738; 1.00-RT 674 (Lat: 37.065294,  Lng: -80.796872),  Route carried "on" structure: County highway 640,  Year Built: 1977,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 234 (year 2020),  Average Future Daily Traffic: 328 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 14572,  Location: 0.10-Rte738; 1.30-Rte634 (Lat: 37.084633,  Lng: -80.830167),  Route carried "on" structure: County highway 641,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 139 (year 2017),  Average Future Daily Traffic: 193 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Track Fork-Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $610,000 ( Estimate for 2021)

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Structure Number: 14602,  Location: 0.90-d.end; 0.00-Rte 640 (Lat: 37.052892,  Lng: -80.798275),  Route carried "on" structure: County highway 674,  Year Built: 1932,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 204 (year 2014),  Average Future Daily Traffic: 231 (year 2040),  Features Intersected: North Fork Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.435,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $933,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 14603,  Location: 0.05-Rte640; 0.85-deadend (Lat: 37.053264,  Lng: -80.798506),  Route carried "on" structure: County highway 674,  Year Built: 1932,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 204 (year 2014),  Average Future Daily Traffic: 231 (year 2040),  Features Intersected: Branch of Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.358,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $662,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14617,  Location: 0.08-Rte640S;0.03-Rte640N (Lat: 37.087725,  Lng: -80.804867),  Route carried "on" structure: County highway 738,  Year Built: 1970,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 918 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,010 (year 2040),  Features Intersected: N Fork Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,569,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $5,022,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14618,  Location: 0.19-Rte646 0.00-Rte640W (Lat: 37.087997,  Lng: -80.805936),  Route carried "on" structure: County highway 738,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 918 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,010 (year 2040),  Features Intersected: North Fork Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.426,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $976,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $3,124,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21251,  Location: 0000FIRST-ST 0003E MAIN S (Lat: 37.047008,  Lng: -80.773992),  Route carried "on" structure: City street ,  Year Built: 2004,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 7,080 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,160 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DUNCAN AV O PEAK CREEK,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $125,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21253,  Location: 0005COMME ST 0003MAIN ST (Lat: 37.047011,  Lng: -80.784761),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,836 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,996 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RANDOLPH AV O PEAK CREEK,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 13.7m (44.9ft)

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: 47.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21254,  Location: 0001FIRST ST 0001MAIN ST (Lat: 37.047089,  Lng: -80.782389),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,450 (year 1980),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,000 (year 2034),  Design Load: H 15,  Features Intersected: JEFFSN AV O PEAK CREEK,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $603,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $751,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21255,  Location: 000011 0000GRNWD RD (Lat: 37.056053,  Lng: -80.773031),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 400 (year 1981),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2032),  Design Load: HS 20,  Features Intersected: NORTHWOOD DR O SPROUL BR,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.5 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: Equal to 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: Bituminous

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Structure Number: 21256,  Location: 0038W MAIN ST0000WCL (Lat: 37.052367,  Lng: -80.788492),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 60 (year 2020),  Average Future Daily Traffic: 84 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALTOONA ST O PEAK CREEK,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 21258,  Location: 0011BERTHA ST0003CRES S (Lat: 37.045678,  Lng: -80.792200),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,676 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,844 (year 2040),  Design Load: H 10,  Features Intersected: COMMERCE ST O PEAK CK.,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21259,  Location: 009011 0000CRESN ST (Lat: 37.044008,  Lng: -80.795267),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,676 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,844 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COMMERCE ST O PEAK CK,  Facility Carried by Structure: ROUTE 0000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 21261,  Location: 0186ECL PULAS003399 (Lat: 37.051442,  Lng: -80.774667),  Route carried "on" structure: US 11,  Year Built: 1936,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,870 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,557 (year 2040),  Design Load: H 15,  Features Intersected: 5TH ST O SPROUL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.154,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21262,  Location: 00194 TH ST 0012DORA HWY (Lat: 37.047075,  Lng: -80.779961),  Route carried "on" structure: US 11,  Year Built: 1998,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,364 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WASH AV O PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.830,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21263,  Location: 003099 0000DORA HWY (Lat: 37.045497,  Lng: -80.780022),  Route carried "on" structure: US 11,  Year Built: 1932,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,364 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,700 (year 2040),  Features Intersected: WASH AV O STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.232,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $115,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21265,  Location: 013081 0114ECL PULA (Lat: 37.042050,  Lng: -80.741572),  Route carried "on" structure: State highway 99,  Year Built: 1961,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 6,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,480 (year 2040),  Design Load: HS 20,  Features Intersected: PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21266,  Location: 020281 0042ECL PULA (Lat: 37.046611,  Lng: -80.752922),  Route carried "on" structure: State highway 99,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 6,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,480 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $225,000,  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: 21267,  Location: 0.5 RT 789 E & 0.6 RT 694 (Lat: 37.063294,  Lng: -80.728017),  Route carried "on" structure: City street 611,  Year Built: 1953,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 5,296 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,452 (year 2040),  Design Load: HS 15,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23808,  Location: 0.91-Rte641; 0.02-Rte711 (Lat: 37.089972,  Lng: -80.814486),  Route carried "on" structure: County highway 738,  Year Built: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 272 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 299 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Kent Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.554,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 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: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Febuary 2022

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Structure Number: 25428,  Location: 0.10-Rte643; 1.30-Rte636 (Lat: 37.104433,  Lng: -80.758925),  Route carried "on" structure: County highway 639,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,198 (year 2017),  Average Future Daily Traffic: 1,749 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Thornspring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.629,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 29913,  Location: 1.61 Rte99 / 2.73 Rte100 (Lat: 37.044908,  Lng: -80.712153),  Route carried "on" structure: Interstate F047,  Year Built: 2020,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,863 (year 2020),  Average Future Daily Traffic: 4,008 (year 2040),  Design Load: HL 93,  Features Intersected: Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.3m (122.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 14482,  Location: 2.62-RT 99; 1.72-RT 100 (Lat: 37.059711,  Lng: -80.709086),  Route carried "under" structure: County highway 644,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 305 (year 2005),  Features Intersected: RTE 644_MILLER LANE,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 14484,  Location: 2.62 RT 99; 1.72 RT 100 (Lat: 37.059797,  Lng: -80.709311),  Route carried "under" structure: County highway 644,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 305 (year 2005),  Features Intersected: RTE 644_MILLER LANE,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 14486,  Location: 0.83 ROUTE 644 (Lat: 37.069161,  Lng: -80.705547),  Route carried "under" structure: County highway 611,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2014),  Truck Traffic: 7%,  Features Intersected: RTE 611_NEWBERN RD.,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 14488,  Location: 3.31-RT 99; 1.03-RT 100 (Lat: 37.069169,  Lng: -80.706106),  Route carried "under" structure: County highway 611,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2014),  Truck Traffic: 7%,  Features Intersected: RTE 611_NEWBERN RD.,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.6m (41.3ft)