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

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Structure Number: 5034,  Location: 2.10 Fr 653 & 0.75 To 60 (Lat: 37.486344,  Lng: -77.568544),  Route carried "on" structure: State highway 76,  Year Built: 1988,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 41,820 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,425 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POCOSHOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.445,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 75.1 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5035,  Location: 0.91 Fr 288 & 1.32 TO 653 (Lat: 37.462461,  Lng: -77.623231),  Route carried "on" structure: State highway 76,  Year Built: 1988,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 18,571 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,001 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: POWHITE PKWY EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.434,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5036,  Location: 0.91 Fr 288 & 1.32 To 653 (Lat: 37.462619,  Lng: -77.623225),  Route carried "on" structure: State highway 76,  Year Built: 1988,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 18,571 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,001 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: POWHITE PKWY WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.434,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5041,  Location: 1.00 Fr 288 & 1.17 To 653 (Lat: 37.462864,  Lng: -77.619192),  Route carried "on" structure: State highway 76,  Year Built: 1988,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 37,143 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,272 (year 2040),  Design Load: H 20,  Features Intersected: BR. OF FALLING CREEK,  Facility Carried by Structure: POWHITE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.114,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 5042,  Location: 2.32 Fr 288 & 0.22 To 653 (Lat: 37.411250,  Lng: -77.581889),  Route carried "on" structure: State highway 76,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 41,820 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,425 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: POWHITE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.905,  Lanes on structure: 14,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 515,  Location: 0.90 Fr 604 & 2.97 To 360 (Lat: 37.411258,  Lng: -77.582342),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 19,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.203,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 5152,  Location: 0.80 Fr 604 & 3.07 To 360 (Lat: 37.410578,  Lng: -77.581722),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 19,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 5227,  Location: 0.56 FR 647 & 0.23 TO 733 (Lat: 37.464433,  Lng: -77.538814),  Route carried "on" structure: US 360,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 16,441 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,019 (year 2040),  Design Load: HS 20,  Features Intersected: POCOSHOCK CREEK,  Facility Carried by Structure: HULL STREET EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.659,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 5234,  Location: 0.66 Fr 743 & 0.11 To 649 (Lat: 37.409683,  Lng: -77.565811),  Route carried "on" structure: County highway 604,  Year Built: 1990,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 2,506 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,480 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: COURTHOUSE RD WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.009,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5236,  Location: 0.65 Fr 743 & 0.12 To 649 (Lat: 37.409697,  Lng: -77.566050),  Route carried "on" structure: County highway 604,  Year Built: 1990,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 2,506 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,480 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: COURTHOUSE RD EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.993,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5284,  Location: 0.30 Fr 672 & 0.76 To 678 (Lat: 37.481636,  Lng: -77.572889),  Route carried "on" structure: County highway 647,  Year Built: 1988,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 9,518 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,470 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 76 POWHITE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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: Meets minimum limits,  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: 5286,  Location: 0.90 Fr 882 & 1.51 To 647 (Lat: 37.446833,  Lng: -77.544222),  Route carried "on" structure: County highway 649,  Year Built: 1971,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 4,096 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,734 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: NEWBY'S BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.891,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5303,  Location: 0.39 Fr 678 & 0.33 To 688 (Lat: 37.465258,  Lng: -77.593558),  Route carried "on" structure: County highway 653,  Year Built: 1988,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 28,827 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,710 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 76,  Facility Carried by Structure: COURTHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.625,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5324,  Location: 0.22 Fr 790 & 0.14 To 688 (Lat: 37.471056,  Lng: -77.580842),  Route carried "on" structure: County highway 672,  Year Built: 1988,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 1,111 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,222 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 76,  Facility Carried by Structure: ADKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 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: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5327,  Location: 0.40 Fr 672 & 0.50 To 647 (Lat: 37.466736,  Lng: -77.568806),  Route carried "on" structure: County highway 678,  Year Built: 1947,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,746 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,221 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER POND CREEK,  Facility Carried by Structure: WEST PROVIDENCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.546,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5328,  Location: 0.50 Fr 653 & 1.43 to 647 (Lat: 37.461344,  Lng: -77.582722),  Route carried "on" structure: County highway 678,  Year Built: 1947,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 5,578 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,136 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH OF FALLING CREEK,  Facility Carried by Structure: WEST PROVIDENCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $666,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24056,  Location: 0.35 Fr 679 & 0.45 To 678 (Lat: 37.454403,  Lng: -77.587900),  Route carried "on" structure: County highway 653,  Year Built: 1994,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 27,919 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,087 (year 2040),  Features Intersected: FALLING CREEK,  Facility Carried by Structure: COURTHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.280,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.5 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24097,  Location: .51 FR 648 & .79 TO 733 (Lat: 37.464572,  Lng: -77.538961),  Route carried "on" structure: US 360,  Year Built: 1994,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 16,441 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,019 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POCOSHOCK CREEK,  Facility Carried by Structure: HULL STREET RD WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.659,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26312,  Location: 0.16 Fr 612 & .14 To 2347 (Lat: 37.449006,  Lng: -77.564806),  Route carried "on" structure: US 360,  Year Built: 1999,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 18,203 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,486 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: HULL ST. WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.861,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26313,  Location: 0.16 Fr 612 & 0.14 To2347 (Lat: 37.448861,  Lng: -77.564667),  Route carried "on" structure: US 360,  Year Built: 1999,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 18,203 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,486 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: HULL ST. EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.859,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27289,  Location: 0.79 Fr 701 & 0.40 To 638 (Lat: 37.417100,  Lng: -77.542953),  Route carried "on" structure: County highway 651,  Year Built: 2002,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,812 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,843 (year 2040),  Design Load: H 20,  Features Intersected: LICKING CREEK,  Facility Carried by Structure: BELMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.654,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 2808,  Location: 1.00 FR 649 &0.34 TO 651 (Lat: 37.421364,  Lng: -77.540786),  Route carried "on" structure: County highway 638,  Year Built: 2005,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,776 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,486 (year 2040),  Design Load: H 20,  Features Intersected: LICKING CREEK,  Facility Carried by Structure: COGBILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 28802,  Location: 0.03 F GALLATIN &.2 DDEND (Lat: 37.473928,  Lng: -77.574739),  Route carried "on" structure: County highway 7295,  Year Built: 2006,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 90 (year 2014),  Average Future Daily Traffic: 102 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRNCH BEAVER POND CREEK,  Facility Carried by Structure: UPSHUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.5 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: September 2020

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Structure Number: 29014,  Location: 1.16 FR882 & 0.3TO RTE360 (Lat: 37.442444,  Lng: -77.564242),  Route carried "on" structure: County highway 763,  Year Built: 1981,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,434 (year 2018),  Average Future Daily Traffic: 6,103 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HORNERS RUN,  Facility Carried by Structure: FORDHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.866,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $15,000

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Structure Number: 3092,  Location: 1.08 fr 288 & 1.9 to 653 (Lat: 37.470642,  Lng: -77.629161),  Route carried "on" structure: County highway 720,  Year Built: 1970,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 10,964 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,350 (year 2040),  Features Intersected: FALLING CREEK,  Facility Carried by Structure: LUCKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 31458,  Location: 0.50 Fr 647 & 0.54 To 60 (Lat: 37.490967,  Lng: -77.573153),  Route carried "on" structure: County highway 672,  Year Built: 2020,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,781 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,798 (year 2035),  Features Intersected: POCOSHOCK CREEK,  Facility Carried by Structure: SOUTH ARCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 5234,  Location: 0.66 Fr 743 & 0.11 To 649 (Lat: 37.409683,  Lng: -77.565811),  Route carried "under" structure: State highway 288,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 46,000 (year 2018),  Truck Traffic: 4%,  Features Intersected: ROUTE 288,  Facility Carried by Structure: COURTHOUSE RD WBL
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 15.607,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 5236,  Location: 0.65 Fr 743 & 0.12 To 649 (Lat: 37.409697,  Lng: -77.566050),  Route carried "under" structure: State highway 288,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 46,000 (year 2018),  Truck Traffic: 4%,  Features Intersected: ROUTE 288,  Facility Carried by Structure: COURTHOUSE RD EBL
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 15.607,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 5284,  Location: 0.30 Fr 672 & 0.76 To 678 (Lat: 37.481636,  Lng: -77.572889),  Route carried "under" structure: State highway 76,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: ROUTE 76 POWHITE PKWY,  Facility Carried by Structure: ROUTE 647 REAMS RD
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 8.817,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 5303,  Location: 0.39 Fr 678 & 0.33 To 688 (Lat: 37.465258,  Lng: -77.593558),  Route carried "under" structure: State highway 76,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 40,850 (year 2019),  Truck Traffic: 2%,  Features Intersected: ROUTE 76,  Facility Carried by Structure: COURTHOUSE ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 6.259,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 5324,  Location: 0.22 Fr 790 & 0.14 To 688 (Lat: 37.471056,  Lng: -77.580842),  Route carried "under" structure: State highway 76,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: ROUTE 76,  Facility Carried by Structure: ADKINS ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.450,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)