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

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Structure Number: 1441,  Location: 1.73-Rt.623/1.70-Rt.776 (Lat: 37.500622,  Lng: -78.956614),  Route carried "on" structure: County highway 622,  Year Built: 1953,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 117 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 129 (year 2040),  Features Intersected: Christian Mill Creek,  Facility Carried by Structure: Stapleton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4994,  Location: 0.60 Fr 746 & 1.15 To 859 (Lat: 37.321814,  Lng: -77.405728),  Route carried "on" structure: US 1,  Year Built: 1928,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 13,666 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,896 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ASHTON CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.757,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4995,  Location: 0.57 Fr 619 & 0.40 To 620 (Lat: 37.299631,  Lng: -77.409406),  Route carried "on" structure: US 1,  Year Built: 1928,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,719 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,635 (year 2040),  Design Load: H 15,  Features Intersected: TINSBERRY CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.278,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  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: 14.2m (46.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $876,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5,  Location: .18 FR 144 & .1 TO 144 (Lat: 37.357136,  Lng: -77.443656),  Route carried "on" structure: State highway 10,  Year Built: 1990,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 28,629 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,081 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: WEST HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.494,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 84.4 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: 5051,  Location: 0.40 Fr 620 & 2.40 To 10 (Lat: 37.316689,  Lng: -77.400439),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 90,488 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 118,532 (year 2040),  Design Load: HS 20,  Features Intersected: ASHTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.899,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 5055,  Location: .86 FR 10 & .81 TO 288 (Lat: 37.366661,  Lng: -77.403431),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 112,354 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 152,304 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 616 (OSBORNE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.144,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5086,  Location: 3.05 Fr 620 & 1.61 To 288 (Lat: 37.354339,  Lng: -77.404567),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 112,354 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 152,304 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.760,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 509,  Location: 0.85 FR 10 & 0.10 TO 616 (Lat: 37.366244,  Lng: -77.403397),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 112,354 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 152,304 (year 2040),  Design Load: HS 20,  Features Intersected: REDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.128,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 51,  Location: 1.51 FR 10 & .26 TO 145 (Lat: 37.377358,  Lng: -77.452383),  Route carried "on" structure: State highway 144,  Year Built: 1949,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 10,054 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,383 (year 2040),  Design Load: H 20,  Features Intersected: GREAT BRANCH CREEK,  Facility Carried by Structure: CHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.063,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.6 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 desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5171,  Location: 0.01 Beg 288 & 1.04 To 1 (Lat: 37.377772,  Lng: -77.408111),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 2,418 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,387 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5173,  Location: 0.04 Beg 288 & 1.04 To 1 (Lat: 37.377917,  Lng: -77.408267),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 6,430 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,003 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5175,  Location: 0.56FRI-95&0.06TO1(301) (Lat: 37.376764,  Lng: -77.418853),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 35,303 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,424 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CATTLE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: 5176,  Location: 1.0 FR I-95 & 1.78 TO 145 (Lat: 37.376803,  Lng: -77.420006),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 17,651 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,713 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 1 (301)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5178,  Location: 1.04 FR I-95 & 1.78 TO145 (Lat: 37.377053,  Lng: -77.420094),  Route carried "on" structure: State highway 288,  Year Built: 1989,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 17,651 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,713 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 1 (301)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5181,  Location: 0.08 Fr 145 & 3.22 To 10 (Lat: 37.389967,  Lng: -77.452525),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.004,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 86.2 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: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5182,  Location: 0.08 Fr 145 & 3.22 To 10 (Lat: 37.389744,  Lng: -77.452658),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.004,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 86.2 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: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5183,  Location: 0.14 Fr 145 & 3.16 To 10 (Lat: 37.390586,  Lng: -77.453889),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.101,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5184,  Location: 0.14 Fr 145 & 3.16 To 10 (Lat: 37.390306,  Lng: -77.453897),  Route carried "on" structure: State highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 19,185 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,859 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.101,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5245,  Location: 0.60 Fr 616 & 1.10 To 732 (Lat: 37.374308,  Lng: -77.406506),  Route carried "on" structure: County highway 615,  Year Built: 1977,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 1,056 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,162 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: COXENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 5254,  Location: 0.64 FR 1 & 0.50 TO 620 (Lat: 37.299622,  Lng: -77.405028),  Route carried "on" structure: County highway 619,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 293 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 302 (year 2040),  Design Load: HS 20,  Features Intersected: TINSBERRY CREEK,  Facility Carried by Structure: HAPPY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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 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: 5261,  Location: 1.71 FR 636 & .55 TO 634 (Lat: 37.322136,  Lng: -77.525314),  Route carried "on" structure: County highway 626,  Year Built: 1977,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,399 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,959 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SECOND BRANCH,  Facility Carried by Structure: WOODPECKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.804,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5268,  Location: 1.33 Fr 626 & 1.05 To 632 (Lat: 37.314619,  Lng: -77.494731),  Route carried "on" structure: County highway 631,  Year Built: 1964,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 5,537 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,877 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: BRADLEY BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.862,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,578,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $2,545,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5309,  Location: 0.15 FR 636 & 0.84 TO 10 (Lat: 37.367806,  Lng: -77.518036),  Route carried "on" structure: County highway 655,  Year Built: 1972,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 13,156 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,418 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: BEACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.995,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,677,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $3,578,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 25381,  Location: 0.84 FR 1 & 0.20 TO 746 (Lat: 37.311025,  Lng: -77.398278),  Route carried "on" structure: County highway 620,  Year Built: 2001,  Status: Open,  Structure Length: 9.06m (29.72ft),  Average Daily Traffic: 15,577 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,060 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Rt 95 & LOOP A FR Rt 620,  Facility Carried by Structure: WOODS EDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.4m (99.7ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25382,  Location: 0.26 Fr 1 & 0.41 To 620 (Lat: 37.314261,  Lng: -77.404297),  Route carried "on" structure: County highway 746,  Year Built: 2001,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 5,971 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,359 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: RUFFIN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25383,  Location: 0.45 FR 1 & 0.22 TO 620 (Lat: 37.313906,  Lng: -77.400125),  Route carried "on" structure: County highway 746,  Year Built: 2001,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 5,971 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,359 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 95 & RAMP C & LOOP B,  Facility Carried by Structure: RUFFIN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25384,  Location: 0.10 FR 746 & 1.72 TO 818 (Lat: 37.314053,  Lng: -77.395839),  Route carried "on" structure: County highway 620,  Year Built: 2001,  Status: Open,  Structure Length: 12.60m (41.34ft),  Average Daily Traffic: 7,037 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,852 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ASHTON CREEK,  Facility Carried by Structure: WOODS EDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28291,  Location: .05 FR 5146 &.1 T DEADEND (Lat: 37.522775,  Lng: -77.683656),  Route carried "on" structure: County highway 5147,  Year Built: 2005,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 116 (year 2016),  Average Future Daily Traffic: 130 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF MICHAUX BRANCH,  Facility Carried by Structure: LASTINGHAM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 96.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 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: March 2022

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Structure Number: 28486,  Location: 2.30 Fr 636 & 0.10 To5186 (Lat: 37.330189,  Lng: -77.517172),  Route carried "on" structure: County highway 5160,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,452 (year 2016),  Average Future Daily Traffic: 1,626 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LICKING CREEK,  Facility Carried by Structure: HIGHLAND GLEN DRVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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: November 2020

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Structure Number: 28487,  Location: 0.80 FR 626 & 2.10 TO 636 (Lat: 37.328769,  Lng: -77.516253),  Route carried "on" structure: County highway 5186,  Year Built: 2004,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 987 (year 2016),  Average Future Daily Traffic: 1,105 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LICKING CREEK,  Facility Carried by Structure: EASTFAIR 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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 29316,  Location: 0.05 Fr 732 & 1.92 To 618 (Lat: 37.353383,  Lng: -77.395447),  Route carried "on" structure: US 10,  Year Built: 2012,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 48,182 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 64,066 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: WEST HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.7m (146.7ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31007,  Location: 0.1Fr10&0.2toWeatherby (Lat: 37.352389,  Lng: -77.463194),  Route carried "on" structure: County highway 7952,  Year Built: 2017,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,638 (year 2014),  Average Future Daily Traffic: 15,304 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: IRON RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 31138,  Location: .05FRRTE4933&.05TORTE4930 (Lat: 37.322417,  Lng: -77.444028),  Route carried "on" structure: County highway 4932,  Year Built: 1989,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 820 (year 2017),  Average Future Daily Traffic: 818 (year 2035),  Design Load: HS 20,  Features Intersected: TINSBERRY CREEK,  Facility Carried by Structure: TWIN CEDAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.3m (7.5ft)

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

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Structure Number: 31139,  Location: 0.05FR4939&0.05TO4930 (Lat: 37.324231,  Lng: -77.445958),  Route carried "on" structure: City street 4943,  Year Built: 1989,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 720 (year 2020),  Average Future Daily Traffic: 712 (year 2035),  Design Load: HS 15,  Features Intersected: TIMSBERRY CREEK,  Facility Carried by Structure: CEDAR CLIFF DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Other

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Structure Number: 5055,  Location: .86 FR 10 & .81 TO 288 (Lat: 37.366661,  Lng: -77.403431),  Route carried "under" structure: County highway 616,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 1%,  Features Intersected: RTE 616 (OSBORNE RD),  Facility Carried by Structure: ROUTE 0095
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.710,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 5086,  Location: 3.05 Fr 620 & 1.61 To 288 (Lat: 37.354339,  Lng: -77.404567),  Route carried "under" structure: State highway 10,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 28.125,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 5171,  Location: 0.01 Beg 288 & 1.04 To 1 (Lat: 37.377772,  Lng: -77.408111),  Route carried "under" structure: Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 999,999 (year 2018),  Truck Traffic: 8%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: ROUTE 288 SBL
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 101.383,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 5173,  Location: 0.04 Beg 288 & 1.04 To 1 (Lat: 37.377917,  Lng: -77.408267),  Route carried "under" structure: Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 999,999 (year 2018),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: ROUTE 288 NBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 101.399,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 5176,  Location: 1.0 FR I-95 & 1.78 TO 145 (Lat: 37.376803,  Lng: -77.420006),  Route carried "under" structure: US 1,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: ROUTE 1 (301),  Facility Carried by Structure: SBL ROUTE 0288
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 131.037,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 5178,  Location: 1.04 FR I-95 & 1.78 TO145 (Lat: 37.377053,  Lng: -77.420094),  Route carried "under" structure: US 1,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: ROUTE 1 (301),  Facility Carried by Structure: NBL ROUTE 0288
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 131.037,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 5245,  Location: 0.60 Fr 616 & 1.10 To 732 (Lat: 37.374308,  Lng: -77.406506),  Route carried "under" structure: Interstate 95,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: COXENDALE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 101.029,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 525,  Location: 0.19 Fr 1 & 0.13 To 680 (Lat: 37.342692,  Lng: -77.406156),  Route carried "under" structure: Interstate 95,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 88,487 (year 2008),  Truck Traffic: 5%,  Features Intersected: INTERSTATE -95,  Facility Carried by Structure: OLD BERM HUND RD
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 97.457,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 25381,  Location: 0.84 FR 1 & 0.20 TO 746 (Lat: 37.311025,  Lng: -77.398278),  Route carried "under" structure: Interstate 95,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 95,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: Rt 95 & LOOP A FR Rt 620,  Facility Carried by Structure: WOODS EDGE ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 93.837,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 25381,  Location: 0.84 FR 1 & 0.20 TO 746 (Lat: 37.311025,  Lng: -77.398278),  Route carried "under" structure: Ramp Interstate 620,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 5%,  Features Intersected: Rt 95 & LOOP A FR Rt 620,  Facility Carried by Structure: WOODS EDGE ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 25383,  Location: 0.45 FR 1 & 0.22 TO 620 (Lat: 37.313906,  Lng: -77.400125),  Route carried "under" structure: Interstate 95,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 91,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: RTE 95 & RAMP C & LOOP B,  Facility Carried by Structure: RUFFIN MILL ROAD
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 94.159,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 25383,  Location: 0.45 FR 1 & 0.22 TO 620 (Lat: 37.313906,  Lng: -77.400125),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 5%,  Features Intersected: RTE 95 & RAMP C & LOOP B,  Facility Carried by Structure: RUFFIN MILL ROAD
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 25383,  Location: 0.45 FR 1 & 0.22 TO 620 (Lat: 37.313906,  Lng: -77.400125),  Route carried "under" structure: Ramp Interstate 620,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2002),  Truck Traffic: 5%,  Features Intersected: RTE 95 & RAMP C & LOOP B,  Facility Carried by Structure: RUFFIN MILL ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)