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

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Structure Number: 25207,  Location: 0.60 Mi To Route 658 (Lat: 37.299206,  Lng: -76.745864),  Route carried "on" structure: County highway 612,  Year Built: 1999,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 12,902 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 199,  Facility Carried by Structure: Longhill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 34.7m (113.8ft)

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

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Structure Number: 25208,  Location: 2.60 Mi To Route 60 (Lat: 37.300803,  Lng: -76.744314),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 26,608 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,251 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Stream,  Facility Carried by Structure: Hummelsine Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 25209,  Location: 0.23 Mi To Route 612 (Lat: 37.302108,  Lng: -76.743969),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,063 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,288 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 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: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2021

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Structure Number: 2521,  Location: 0.80 Mi To Route 658 (Lat: 37.321358,  Lng: -76.751867),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 23,063 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,288 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 1 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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 25212,  Location: 0.94 Mi To I-64 (Lat: 37.344206,  Lng: -76.742650),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 11,269 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,777 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Mooretown Rd,  Facility Carried by Structure: Humelsine Pky SBL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25213,  Location: 0.90 Mi Fr I-64 (Lat: 37.344342,  Lng: -76.742867),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 11,269 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,777 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Mooretown Rd,  Facility Carried by Structure: Humelsine Pkwy Nbl
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25281,  Location: 0.00 Mi To 64 (Lat: 37.240589,  Lng: -76.634275),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 2002,  Status: Open,  Structure Length: 20.79m (68.21ft),  Average Daily Traffic: 2,929 (year 2020),  Average Future Daily Traffic: 4,101 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64 EBL & WBL,  Facility Carried by Structure: Ramps D & E
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 69.2m (227.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.4 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: High priority of corrective action,  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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25282,  Location: 0.00 Mi To Busch Gardens (Lat: 37.238253,  Lng: -76.634489),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 2002,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 10,000 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,868 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64 Ramp,  Facility Carried by Structure: Ramps D & E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25283,  Location: 0.00 Mi To Busch Gardens (Lat: 37.237514,  Lng: -76.634600),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 2002,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 511 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 979 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 143; 60 & CSX RR,  Facility Carried by Structure: Ramps D & E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.6 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: Better than present minimum 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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25512,  Location: 1.20 Mi To Route 5 (Lat: 37.273492,  Lng: -76.752144),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 13,108 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,351 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Monticello Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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: 78.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $508,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25513,  Location: 1.50 Mi To Route 5 (Lat: 37.273344,  Lng: -76.752336),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 13,108 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,351 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Monticello Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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: 81.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $493,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25978,  Location: 0.60 Mi To Rte 658 (Lat: 37.299794,  Lng: -76.747128),  Route carried "on" structure: County highway 612,  Year Built: 1999,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 12,902 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,063 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Chisel Run,  Facility Carried by Structure: Longhill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.875,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 26142,  Location: 0.23 Mi To Route 614 (Lat: 37.263153,  Lng: -76.784606),  Route carried "on" structure: State highway 5000,  Year Built: 2001,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 10,741 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,037 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Powhatan Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 26215,  Location: 1.40 Mi To Route 199 (Lat: 37.238206,  Lng: -76.747003),  Route carried "on" structure: State highway 31,  Year Built: 1999,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 7,833 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,775 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Lake Powell,  Facility Carried by Structure: Jamestown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.261,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 27254,  Location: 1.69 Mi To Begin Rte 199 (Lat: 37.248169,  Lng: -76.712342),  Route carried "on" structure: State highway 199,  Year Built: 2004,  Status: Open,  Structure Length: 25.54m (83.79ft),  Average Daily Traffic: 15,348 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,487 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: College Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31199,  Location: 0.79 Mi To Int Rte 143 (Lat: 37.293911,  Lng: -76.676475),  Route carried "on" structure: Interstate 64,  Year Built: 2021,  Status: Open,  Structure Length: 25.27m (82.91ft),  Average Daily Traffic: 35,615 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,708 (year 2035),  Design Load: HL 93,  Features Intersected: QUEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 385.436,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.49m (90.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $2,279,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 312,  Location: 0.80 Mi To Int Rte 143 (Lat: 37.292300,  Lng: -76.674933),  Route carried "on" structure: Interstate 64,  Year Built: 2021,  Status: Open,  Structure Length: 27.08m (88.85ft),  Average Daily Traffic: 28,541 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,957 (year 2040),  Design Load: HL 93,  Features Intersected: QUEENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 385.516,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 4290013P,  Location: 2.6 MILES EAST OF HUBBARD (Lat: 37.281444,  Lng: -76.628056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 3,591 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,950 (year 2027),  Design Load: H 15,  Features Intersected: PENNIMAN ROAD (VA ROUTE,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.341,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $390,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4290014P,  Location: 0.7 MILES EAST OF PARKWAY (Lat: 37.278694,  Lng: -76.672111),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 5,670 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,237 (year 2027),  Design Load: H 15,  Features Intersected: HUBBARD'S LANE,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.590,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $300,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4290016P,  Location: 0.9 MILES EAST OF LAFAYET (Lat: 37.276889,  Lng: -76.685333),  Route carried "on" structure: Federal lands road 1,  Year Built: 1972,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,670 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,237 (year 2027),  Design Load: HS 20,  Features Intersected: COLONIAL PARKWAY,  Facility Carried by Structure: PARKWAY DRIVE (VA
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 18.781,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  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: 15.9m (52.2ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $540,000 ( Estimate for 2021)

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Structure Number: 4290018P,  Location: 0.5 MILES EAST OF LAFAYET (Lat: 37.278472,  Lng: -76.690250),  Route carried "on" structure: Federal lands road 1,  Year Built: 1936,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,670 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,237 (year 2027),  Design Load: H 20,  Features Intersected: COLONIAL PARKWAY,  Facility Carried by Structure: PAGE STREET (VA RO
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 19.248,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2021)

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Structure Number: 4290019P,  Location: 0.8 MILES NORTH OF NEWPOR (Lat: 37.275139,  Lng: -76.699000),  Route carried "on" structure: Federal lands road 1,  Year Built: 1936,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 5,670 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,237 (year 2027),  Design Load: H 15,  Features Intersected: COLONIAL PARKWAY,  Facility Carried by Structure: LAFAYETTE STREET
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 20.213,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000 ( Estimate for 2021)

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Structure Number: 4290020P,  Location: 0.9 MILES EAST OF VA ROUT (Lat: 37.266750,  Lng: -76.702194),  Route carried "on" structure: Federal lands road 1,  Year Built: 1957,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,274 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,601 (year 2027),  Design Load: H 15,  Features Intersected: COLONIAL PARKWAY,  Facility Carried by Structure: NEWPORT AVENUE
Minimum Vertical Clearance: 4.12m (13.52ft),  Kilometerpoint: 21.195,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2021)

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Structure Number: 4290022P,  Location: 0.9 MILES SOUTH OF ROUTE (Lat: 37.233861,  Lng: -76.697028),  Route carried "on" structure: Federal lands road 1,  Year Built: 1942,  Status: Open,  Structure Length: 25.96m (85.17ft),  Average Daily Traffic: 3,274 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,601 (year 2027),  Design Load: H 15,  Features Intersected: HALFWAY CREEK,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.720,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $600,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4290023P,  Location: 1.6 MILES SOUTH OF VA ROU (Lat: 37.226083,  Lng: -76.694722),  Route carried "on" structure: Federal lands road 1,  Year Built: 1956,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 3,274 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,601 (year 2027),  Design Load: H 15,  Features Intersected: COLLEGE CREEK,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.814,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $180,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4290024P,  Location: 4.6 MILES SOUTH OF VA ROU (Lat: 37.214833,  Lng: -76.743833),  Route carried "on" structure: Federal lands road 1,  Year Built: 1956,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,118 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,330 (year 2027),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.722,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $90,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4290029P,  Location: 2.3 MILES FROM TOUR ROAD (Lat: 37.203528,  Lng: -76.739333),  Route carried "on" structure: Spur Federal lands road 501,  Year Built: 1957,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 12.35m (40.52ft),  Average Daily Traffic: 165 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 182 (year 2027),  Design Load: H 10,  Features Intersected: CREEK,  Facility Carried by Structure: LOOP DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.830,  Lanes on structure: 1,  Owner: National Park Service,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,530,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 4290040P,  Location: 0.7 miles north of Route (Lat: 37.254217,  Lng: -76.703572),  Route carried "on" structure: Federal lands road 1,  Year Built: 2007,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 3,274 (year 2007),  Average Future Daily Traffic: 3,929 (year 2027),  Design Load: HS 20,  Features Intersected: PAPER MILL CREEK,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.209,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 51.7 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: June 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $60,000 ( Estimate for 2021)

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Structure Number: 10508,  Location: 2.18 Mi To Route 60 (Lat: 37.248697,  Lng: -76.700522),  Route carried "under" structure: Federal lands road ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: Colonial Pkwy,  Facility Carried by Structure: Route 199 WBL
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 10511,  Location: 2.08 Mi To Route 60 (Lat: 37.248831,  Lng: -76.698519),  Route carried "under" structure: Other road 619,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 1994),  Features Intersected: S. England Street,  Facility Carried by Structure: Route 199 EBL
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 10513,  Location: 2.08 Mi To Route 60 (Lat: 37.249011,  Lng: -76.698525),  Route carried "under" structure: Other road 619,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 1994),  Features Intersected: S. England Street,  Facility Carried by Structure: Route 199 WBL
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 19828,  Location: 3.56 Mi To Route 143 (Lat: 37.261092,  Lng: -76.648817),  Route carried "under" structure: County highway 641,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 546 (year 1994),  Features Intersected: Route 641 & Abandoned RR,  Facility Carried by Structure: IS 64 EBL
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1983,  Location: 0.30 Mi To Route 199 (Lat: 37.261208,  Lng: -76.648436),  Route carried "under" structure: County highway 641,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 2%,  Features Intersected: Penniman Rd & R.R.,  Facility Carried by Structure: I-64 WBL
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 3.926,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 19832,  Location: 3.10 Mi Fr Rte 143 (Lat: 37.238286,  Lng: -76.631936),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 1994),  Truck Traffic: 2%,  Features Intersected: IS 64 WBL Ramp to 143
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 19834,  Location: 2.11 Mi To Route 143 (Lat: 37.278428,  Lng: -76.663708),  Route carried "under" structure: County highway 1314,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,251 (year 2004),  Features Intersected: Lakeshead Drive,  Facility Carried by Structure: I-64 EBL
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 19836,  Location: 2.11 Mi To Route 143 (Lat: 37.278544,  Lng: -76.663225),  Route carried "under" structure: County highway 1314,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,251 (year 2004),  Features Intersected: Lakeshead Drive,  Facility Carried by Structure: I-64 WBL
Minimum Vertical Clearance: 10.97m (35.99ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 19838,  Location: 2.14 Mi To Int Rte 143 (Lat: 37.277933,  Lng: -76.663172),  Route carried "under" structure: Federal lands road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1994),  Features Intersected: Colonial Parkway,  Facility Carried by Structure: I-64 EBL
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1984,  Location: 2.15 Mi To Route 143 (Lat: 37.278067,  Lng: -76.662681),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1994),  Features Intersected: Colonial Parkway,  Facility Carried by Structure: I-64 WBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 19857,  Location: 0.76 Mi To Williamsburg (Lat: 37.303481,  Lng: -76.683967),  Route carried "under" structure: Interstate 64,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 48,500 (year 1996),  Features Intersected: IS 64 at Camp Peary,  Facility Carried by Structure: Route 143
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 383.714,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 19862,  Location: 1.18 Mi Fr Rte 637 (Lat: 37.251389,  Lng: -76.662850),  Route carried "under" structure: US 60,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,638 (year 2008),  Truck Traffic: 2%,  Features Intersected: Route 60; 143 & CSX RR,  Facility Carried by Structure: Route 199 EBL
Minimum Vertical Clearance: 5.80m (19.03ft),  Kilometerpoint: 390.955,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 19862,  Location: 1.18 Mi Fr Rte 637 (Lat: 37.251389,  Lng: -76.662850),  Route carried "under" structure: State highway 143,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 1994),  Features Intersected: Route 60; 143 & CSX RR,  Facility Carried by Structure: Route 199 EBL
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 7.804,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 19864,  Location: 1.30 Mi To Int Rte 64 (Lat: 37.251231,  Lng: -76.662706),  Route carried "under" structure: State highway 143,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 22,480 (year 1994),  Features Intersected: Route 60; 143 & CSX RR,  Facility Carried by Structure: Route 199 WBL
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 7.804,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 19864,  Location: 1.30 Mi To Int Rte 64 (Lat: 37.251231,  Lng: -76.662706),  Route carried "under" structure: US 60,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,638 (year 2008),  Truck Traffic: 2%,  Features Intersected: Route 60; 143 & CSX RR,  Facility Carried by Structure: Route 199 WBL
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 390.907,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 19866,  Location: 1.00 Mi To Rte 60 & 143 (Lat: 37.256700,  Lng: -76.646036),  Route carried "under" structure: Interstate 64,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 41,375 (year 1994),  Features Intersected: IS 64,  Facility Carried by Structure: Route 199 EBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 28.946,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 19868,  Location: 1.00 Mi To Rte 60 & 143 (Lat: 37.256867,  Lng: -76.646158),  Route carried "under" structure: Interstate 64,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 41,375 (year 1994),  Features Intersected: IS 64,  Facility Carried by Structure: Route 199 WBL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 28.914,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 19871,  Location: 0.37 Mi To Int Rte 602 (Lat: 37.329072,  Lng: -76.705497),  Route carried "under" structure: Interstate 64,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 58,179 (year 2008),  Truck Traffic: 4%,  Features Intersected: IS 64,  Facility Carried by Structure: Barlow Road
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 380.754,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 19877,  Location: 0.26 Mi To Route 602 (Lat: 37.352347,  Lng: -76.731772),  Route carried "under" structure: County highway 64,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 34,930 (year 1994),  Features Intersected: IS 64
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 15.800,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 19879,  Location: 1.52 Mi To Route 60 (Lat: 37.352511,  Lng: -76.731947),  Route carried "under" structure: County highway 64,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 34,930 (year 1996),  Features Intersected: I-64
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 15.784,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 19881,  Location: 0.25 Mi To Route 641 (Lat: 37.255147,  Lng: -76.653000),  Route carried "under" structure: State highway 199,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 27,744 (year 2008),  Truck Traffic: 3%,  Features Intersected: Route 199,  Facility Carried by Structure: Lodge Road
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 20.386,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 19884,  Location: 0.05 Mi To Rte 1335 (Lat: 37.284658,  Lng: -76.669908),  Route carried "under" structure: Interstate 64,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 32,600 (year 0000),  Features Intersected: I-64,  Facility Carried by Structure: West Queens Drive
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 25.133,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 22338,  Location: 0.14SCL WILLI O.76 TO 31 (Lat: 37.276906,  Lng: -76.681336),  Route carried "under" structure: Other road ,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 2,512 (year 1994),  Features Intersected: COLONIAL PKWY,  Facility Carried by Structure: MERRIMAC TRAIL
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 24108,  Location: 2.18 Mi To Route 60 (Lat: 37.248511,  Lng: -76.700444),  Route carried "under" structure: Federal lands road ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Features Intersected: Colonial Pkwy,  Facility Carried by Structure: Route 199 EBL
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 24224,  Location: 0.75 Mi To Rte 64 (Lat: 37.337731,  Lng: -76.749064),  Route carried "under" structure: US 60,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 14,654 (year 1994),  Features Intersected: Route 60; 603 & CSX RR,  Facility Carried by Structure: Route 199 NBL
Minimum Vertical Clearance: 5.80m (19.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 24224,  Location: 0.75 Mi To Rte 64 (Lat: 37.337731,  Lng: -76.749064),  Route carried "under" structure: County highway 603,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1994),  Features Intersected: Route 60; 603 & CSX RR,  Facility Carried by Structure: Route 199 NBL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 24228,  Location: 0.75 Mi To Rte 64 (Lat: 37.337867,  Lng: -76.749250),  Route carried "under" structure: US 60,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 14,654 (year 1994),  Features Intersected: Route 60; 603 & CSX RR,  Facility Carried by Structure: Route 199 SBL
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 24228,  Location: 0.75 Mi To Rte 64 (Lat: 37.337867,  Lng: -76.749250),  Route carried "under" structure: County highway 603,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1994),  Features Intersected: Route 60; 603 & CSX RR,  Facility Carried by Structure: Route 199 SBL
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)