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

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Structure Number: 7108,  Location: .10Fr1105&.52 To 15/29Byp (Lat: 38.693772,  Lng: -77.788819),  Route carried "on" structure: US 15,  Year Built: 1939,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,630 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,483 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7112,  Location: 1.35 Fr 17 & .85 To 605 (Lat: 38.729042,  Lng: -77.777950),  Route carried "on" structure: US 15,  Year Built: 1986,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 23,825 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,356 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.019,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7122,  Location: .22 Fr 15BusN&.85 To 605 (Lat: 38.729217,  Lng: -77.778147),  Route carried "on" structure: US 15,  Year Built: 1955,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 23,825 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,356 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.019,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7127,  Location: .10Fr1105&.52 To 15/29Byp (Lat: 38.693439,  Lng: -77.783222),  Route carried "on" structure: US 15,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 23,825 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,356 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 7128,  Location: 1.10 Fr 17 & 1.10 To 605 (Lat: 38.726844,  Lng: -77.780772),  Route carried "on" structure: Ramp US 15,  Year Built: 1986,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,715 (year 2040),  Design Load: HS 20,  Features Intersected: 15/29 Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.681,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 713,  Location: .35 Fr 17 & .85 To 605 (Lat: 38.728881,  Lng: -77.777528),  Route carried "on" structure: Ramp US 15,  Year Built: 1986,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 13,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,715 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.935,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum 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

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Structure Number: 7142,  Location: .90 Fr 628 &1.0 To 29 Bus (Lat: 38.741164,  Lng: -77.808531),  Route carried "on" structure: State highway 17,  Year Built: 1988,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 20,057 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,080 (year 2040),  Design Load: HS 20,  Features Intersected: Towser Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.907,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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 2022

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Structure Number: 7143,  Location: 1.0 Fr 628 &.90 To 29 Bus (Lat: 38.739911,  Lng: -77.807617),  Route carried "on" structure: US 17,  Year Built: 1988,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,782 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,660 (year 2040),  Design Load: HS 20,  Features Intersected: Cattail Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.746,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 7245,  Location: 2.01 Fr 17Bus&1.69 To 681 (Lat: 38.710650,  Lng: -77.844806),  Route carried "on" structure: US 211,  Year Built: 1930,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 6,366 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,912 (year 2040),  Design Load: HS 20,  Features Intersected: Great Run,  Facility Carried by Structure: Lee Hwy WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.412,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: November 2020,  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: 725,  Location: 1.56 WCL Wrntn &1.69 681 (Lat: 38.710381,  Lng: -77.844661),  Route carried "on" structure: US 211,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,366 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,912 (year 2040),  Design Load: HS 20,  Features Intersected: Great Run,  Facility Carried by Structure: Lee Highway EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.412,  Lanes on structure: 2,  Base Highway Network: Yes,  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: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 7269,  Location: .90 Fr 672 & 1.1 To 628 (Lat: 38.759964,  Lng: -77.792631),  Route carried "on" structure: County highway 605,  Year Built: 1919,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,111 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,269 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Run,  Facility Carried by Structure: Airlie Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.760,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7297,  Location: .16 Fr 605 & .08 To 17 (Lat: 38.763806,  Lng: -77.811525),  Route carried "on" structure: County highway 628,  Year Built: 1988,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,075 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,588 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Run,  Facility Carried by Structure: Blantyre Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.206,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 7316,  Location: .91 Fr 674 & .35 To 779 (Lat: 38.675714,  Lng: -77.747714),  Route carried "on" structure: County highway 643,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,814 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,195 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey Run,  Facility Carried by Structure: Meetze Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.722,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2021

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Structure Number: 732,  Location: .25 Fr 672 & .40 To15 Bus (Lat: 38.709294,  Lng: -77.780428),  Route carried "on" structure: County highway 643,  Year Built: 1988,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,569 (year 2040),  Design Load: HS 20,  Features Intersected: 15/29 Bypass NBL & SBL,  Facility Carried by Structure: Meetze Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.380,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 735,  Location: 2.21 Fr 616 & .19 To 643 (Lat: 38.680636,  Lng: -77.761806),  Route carried "on" structure: County highway 674,  Year Built: 1950,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 668 (year 2015),  Average Future Daily Traffic: 970 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey Run,  Facility Carried by Structure: Green Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.823,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 7357,  Location: 1.90 Fr 680 & .53 To 691 (Lat: 38.718569,  Lng: -77.863767),  Route carried "on" structure: County highway 678,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,641 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,649 (year 2040),  Design Load: HS 20,  Features Intersected: Great Run,  Facility Carried by Structure: Old Waterloo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.541,  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: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 7443,  Location: .08 Fr 17 & .20 To End (Lat: 38.765389,  Lng: -77.816553),  Route carried "on" structure: County highway 787,  Year Built: 1953,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 130 (year 2040),  Design Load: HS 20,  Features Intersected: Cedar Run,  Facility Carried by Structure: Watery Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.425,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $70,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber

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Structure Number: 7444,  Location: .60 Fr 682 & .85 To 681 (Lat: 38.693644,  Lng: -77.830403),  Route carried "on" structure: County highway 802,  Year Built: 1950,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,010 (year 2020),  Average Future Daily Traffic: 2,211 (year 2040),  Design Load: HS 20,  Features Intersected: Great Run,  Facility Carried by Structure: Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.819,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7447,  Location: .32 Fr 1133 & .22 To 682 (Lat: 38.700472,  Lng: -77.821347),  Route carried "on" structure: County highway 802,  Year Built: 1937,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,736 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,422 (year 2040),  Design Load: HS 20,  Features Intersected: Branch Great Run,  Facility Carried by Structure: Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.148,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $27,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22533,  Location: .04 FR 29 & .60 TO 211 (Lat: 38.727531,  Lng: -77.790761),  Route carried "on" structure: Business US 15,  Year Built: 1978,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,171 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,788 (year 2040),  Design Load: HS 20,  Features Intersected: WHITES MILL RUN,  Facility Carried by Structure: BLACKWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020

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Structure Number: 22534,  Location: .45 FR 15 & .03 WCL. WARR (Lat: 38.715692,  Lng: -77.816186),  Route carried "on" structure: US 211,  Year Built: 1975,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 19,576 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,990 (year 2040),  Design Load: HS 20,  Features Intersected: CEMETERY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.5 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: 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: May 2020

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Structure Number: 22535,  Location: .15 FR 15 & .33 WCL. WARR (Lat: 38.716769,  Lng: -77.810592),  Route carried "on" structure: US 211,  Year Built: 1975,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 19,576 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,990 (year 2040),  Design Load: HS 20,  Features Intersected: CEMETERY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 23685,  Location: .40 Fr 522 & 1.90 To 638 (Lat: 38.755931,  Lng: -78.095903),  Route carried "on" structure: County highway 729,  Year Built: 1993,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 519 (year 2020),  Average Future Daily Traffic: 727 (year 2040),  Design Load: HS 20,  Features Intersected: Hickman Run,  Facility Carried by Structure: Ben Venue Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.705,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.1 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: June 2021

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Structure Number: 23686,  Location: 0.24 TO 866E-0.06 TO 866W (Lat: 36.674622,  Lng: -79.480706),  Route carried "on" structure: County highway 865,  Year Built: 1993,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 132 (year 2015),  Average Future Daily Traffic: 148 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Sandy Creek,  Facility Carried by Structure: Sandy Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2020

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Structure Number: 24751,  Location: .20FrWalkerDr & .15To 890 (Lat: 38.717450,  Lng: -77.781511),  Route carried "on" structure: County highway 678,  Year Built: 1996,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 2,239 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,358 (year 2040),  Design Load: HS 20,  Features Intersected: 15/29 Bypass,  Facility Carried by Structure: Academy Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.525,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24769,  Location: 1.0 Fr 17 Bus&1.15 To 605 (Lat: 38.727242,  Lng: -77.783075),  Route carried "on" structure: Business US 15,  Year Built: 1997,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,715 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 17 Spur
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 297.295,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24771,  Location: .09OakTreeLn&.07CardnalLn (Lat: 38.735094,  Lng: -77.796264),  Route carried "on" structure: City street 1462,  Year Built: 1997,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 11,894 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,155 (year 2033),  Design Load: HS 20,  Features Intersected: 17 Spur,  Facility Carried by Structure: Hastings Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24943,  Location: 1.2 Fr 605 & 1.05 To 643 (Lat: 38.724017,  Lng: -77.781197),  Route carried "on" structure: US 15,  Year Built: 1997,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 23,825 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,356 (year 2040),  Design Load: HS 20,  Features Intersected: Rte 17 Spur NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 296.989,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24958,  Location: .3 Fr15Bus&.12 To War NCL (Lat: 38.732150,  Lng: -77.790075),  Route carried "on" structure: City street 672,  Year Built: 1997,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 1,106 (year 2014),  Average Future Daily Traffic: 1,467 (year 2035),  Design Load: HS 20,  Features Intersected: Route 17 Spur,  Facility Carried by Structure: Blackwell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Lanes under structure: 4,  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: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 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,  Underclear: Equal to present minimum 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25067,  Location: .15 Fr 17 & 0.00 To End (Lat: 38.741419,  Lng: -77.807400),  Route carried "on" structure: ServiceOther road F1056,  Year Built: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 75 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 84 (year 2040),  Design Load: HS 20,  Features Intersected: Stream,  Facility Carried by Structure: Moffett Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.919,  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: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.5 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: 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 2021

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Structure Number: 25104,  Location: .25 Fr17SBL &.10 To17SBL (Lat: 38.738725,  Lng: -77.807658),  Route carried "on" structure: Spur US 17,  Year Built: 1997,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10,028 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,041 (year 2040),  Design Load: HS 20,  Features Intersected: Cattail Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.875,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

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

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Structure Number: 25106,  Location: .05 Fr 15BusN&.25To15BypS (Lat: 38.726814,  Lng: -77.785164),  Route carried "on" structure: Ramp US 15,  Year Built: 1997,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 31,609 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2035),  Design Load: HS 20,  Features Intersected: Branch Cedar Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 332.677,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021

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Structure Number: 25111,  Location: .17Fr17SpurS &.05 To 15NB (Lat: 38.726125,  Lng: -77.782692),  Route carried "on" structure: Ramp US 17,  Year Built: 1997,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,886 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,705 (year 2037),  Design Load: HS 20,  Features Intersected: Branch Cedar Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2021

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Structure Number: 25113,  Location: 1.10 Fr 628&1.30 To 672 (Lat: 38.737856,  Lng: -77.805797),  Route carried "on" structure: Ramp US 17,  Year Built: 1997,  Status: Open,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 5,717 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,480 (year 2040),  Design Load: HS 20,  Features Intersected: Rte 17 Bus. NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.440,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26291,  Location: .50 Fr 15 Bus&1.13 To 643 (Lat: 38.693589,  Lng: -77.783467),  Route carried "on" structure: US 15,  Year Built: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 47,651 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,072 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 293.803,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: Satisfactory,  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: 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

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Structure Number: 2765,  Location: .74 Fr 802 & .35 To End (Lat: 38.704186,  Lng: -77.837808),  Route carried "on" structure: County highway 682,  Year Built: 2005,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 119 (year 2015),  Average Future Daily Traffic: 178 (year 2040),  Design Load: HS 20,  Features Intersected: Great Run,  Facility Carried by Structure: Black Snake Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 27821,  Location: .36 Fr 643 & .64 To End (Lat: 38.675108,  Lng: -77.738661),  Route carried "on" structure: County highway 779,  Year Built: 2004,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 243 (year 2015),  Average Future Daily Traffic: 364 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey Run,  Facility Carried by Structure: Turkey Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2021

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Structure Number: 30174,  Location: 0.2 Fr 1105 & 0.1 to 882 (Lat: 38.686361,  Lng: -77.787153),  Route carried "on" structure: Business US 29,  Year Built: 2020,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 11,013 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,050 (year 2036),  Design Load: HL 93,  Features Intersected: Rte.15 / 17 / 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 0.0m,  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: Deck Protection: Other Coated Reinforcing

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Structure Number: 7128,  Location: 1.10 Fr 17 & 1.10 To 605 (Lat: 38.726844,  Lng: -77.780772),  Route carried "under" structure: US 29,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 1992),  Features Intersected: 15/29 Bypass
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 25.680,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 732,  Location: .25 Fr 672 & .40 To15 Bus (Lat: 38.709294,  Lng: -77.780428),  Route carried "under" structure: US 15,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 39,516 (year 2008),  Truck Traffic: 9%,  Features Intersected: 15/29 Bypass NBL & SBL,  Facility Carried by Structure: Meetze Road
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 295.702,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 24751,  Location: .20FrWalkerDr & .15To 890 (Lat: 38.717450,  Lng: -77.781511),  Route carried "under" structure: US 15,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 1994),  Features Intersected: 15/29 Bypass,  Facility Carried by Structure: Academy Hill Road
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 24755,  Location: 1.2 Fr 605 & 1.05 To 643 (Lat: 38.724272,  Lng: -77.781458),  Route carried "under" structure: US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1994),  Features Intersected: Rte 17 Spur NBL,  Facility Carried by Structure: 15/29 Bypass SBL
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 24769,  Location: 1.0 Fr 17 Bus&1.15 To 605 (Lat: 38.727242,  Lng: -77.783075),  Route carried "under" structure: Spur US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1994),  Features Intersected: 17 Spur,  Facility Carried by Structure: 15/29 Bus SBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 2477,  Location: 1.0 Fr 17 Bus&1.15 To 605 (Lat: 38.727019,  Lng: -77.783022),  Route carried "under" structure: Spur US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1994),  Features Intersected: 17 Spur,  Facility Carried by Structure: 15/29 Bus NBL
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 24771,  Location: .09OakTreeLn&.07CardnalLn (Lat: 38.735094,  Lng: -77.796264),  Route carried "under" structure: Spur US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 11,579 (year 2008),  Truck Traffic: 29%,  Features Intersected: 17 Spur,  Facility Carried by Structure: Hastings Lane
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 349.008,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 24943,  Location: 1.2 Fr 605 & 1.05 To 643 (Lat: 38.724017,  Lng: -77.781197),  Route carried "under" structure: Spur US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1994),  Truck Traffic: 5%,  Features Intersected: Rte 17 Spur NBL,  Facility Carried by Structure: 15/29 Bypass NBL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 24958,  Location: .3 Fr15Bus&.12 To War NCL (Lat: 38.732150,  Lng: -77.790075),  Route carried "under" structure: US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 14%,  Features Intersected: Route 17 Spur,  Facility Carried by Structure: Blackwell Road
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 25113,  Location: 1.10 Fr 628&1.30 To 672 (Lat: 38.737856,  Lng: -77.805797),  Route carried "under" structure: Business US 17,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 13,422 (year 2008),  Truck Traffic: 13%,  Features Intersected: Rte 17 Bus. NBL & SBL
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 350.472,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 30174,  Location: 0.2 Fr 1105 & 0.1 to 882 (Lat: 38.686361,  Lng: -77.787153),  Route carried "under" structure: State highway 15,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: Rte.15 / 17 / 29,  Facility Carried by Structure: Rte. 29 Bus.
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)