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

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Structure Number: 10464,  Location: 2.70 Mi To Route 31 (Lat: 37.249217,  Lng: -76.772681),  Route carried "on" structure: State highway 5,  Year Built: 1937,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,568 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,225 (year 2040),  Design Load: H 15,  Features Intersected: Powhatan Creek,  Facility Carried by Structure: John Tyler Mem Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.074,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $185,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1051,  Location: 0.67 Mi Fr Colonial Pkwy (Lat: 37.248353,  Lng: -76.712314),  Route carried "on" structure: State highway 199,  Year Built: 1976,  Status: Open,  Structure Length: 22.98m (75.39ft),  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: 14.867,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 10511,  Location: 2.08 Mi To Route 60 (Lat: 37.248831,  Lng: -76.698519),  Route carried "on" structure: State highway 199,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 15,696 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,976 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S. England Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.090,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $517,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 10513,  Location: 2.08 Mi To Route 60 (Lat: 37.249011,  Lng: -76.698525),  Route carried "on" structure: State highway 199,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 15,696 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,976 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: S. England Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.090,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $517,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1053,  Location: 2.35 Mi To Rte 615 (Lat: 37.278708,  Lng: -76.788272),  Route carried "on" structure: County highway 613,  Year Built: 1974,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,188 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,463 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Powhatan Creek,  Facility Carried by Structure: News Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 10533,  Location: 0.80 Mi To Route 5 (Lat: 37.245442,  Lng: -76.753517),  Route carried "on" structure: County highway 629,  Year Built: 1932,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 689 (year 2016),  Average Future Daily Traffic: 1,020 (year 2040),  Features Intersected: Mill Creek,  Facility Carried by Structure: Hickory Signpost
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $186,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19826,  Location: 0.05 Mi To Int Rte 132 (Lat: 37.284036,  Lng: -76.699931),  Route carried "on" structure: US 60,  Year Built: 1968,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 19,832 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,507 (year 2040),  Design Load: HS 20,  Features Intersected: Trib Queen Creek,  Facility Carried by Structure: Bypass Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 385.718,  Lanes on structure: 4,  Base Highway Network: Yes,  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: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2020

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Structure Number: 19827,  Location: 0.00 Mi. To James City Co (Lat: 37.364817,  Lng: -76.745422),  Route carried "on" structure: Interstate 64,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 58,950 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,878 (year 2040),  Design Load: HS 20,  Features Intersected: Skimino Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 375.525,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 19828,  Location: 3.56 Mi To Route 143 (Lat: 37.261092,  Lng: -76.648817),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 35,855 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,197 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 641 & Abandoned RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 389.877,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $520,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $575,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1983,  Location: 0.30 Mi To Route 199 (Lat: 37.261208,  Lng: -76.648436),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 34,473 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,262 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Penniman Rd & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 389.941,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $1,650,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19832,  Location: 3.10 Mi Fr Rte 143 (Lat: 37.238286,  Lng: -76.631936),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 37,377 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,328 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64 WBL Ramp to 143
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 392.821,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $970,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $1,105,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19834,  Location: 2.11 Mi To Route 143 (Lat: 37.278428,  Lng: -76.663708),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 35,855 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,197 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Lakeshead Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.512,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19836,  Location: 2.11 Mi To Route 143 (Lat: 37.278544,  Lng: -76.663225),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 34,473 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,262 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Lakeshead Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.592,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.5 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19838,  Location: 2.14 Mi To Int Rte 143 (Lat: 37.277933,  Lng: -76.663172),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 35,855 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,197 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Colonial Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.608,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: November 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1984,  Location: 2.15 Mi To Route 143 (Lat: 37.278067,  Lng: -76.662681),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 34,473 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,262 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Colonial Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.689,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: 16.8m (55.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19851,  Location: 0.26 Mi To Int Rte 143 (Lat: 37.293981,  Lng: -76.690111),  Route carried "on" structure: State highway 132,  Year Built: 1996,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 7,060 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,766 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Queens Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.124,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.5 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: November 2020,  Total Project Cost: $450,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 19857,  Location: 0.76 Mi To Williamsburg (Lat: 37.303481,  Lng: -76.683967),  Route carried "on" structure: State highway 143,  Year Built: 1965,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 14,568 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,974 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64 at Camp Peary
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.101,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,800,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,700,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19862,  Location: 1.18 Mi Fr Rte 637 (Lat: 37.251389,  Lng: -76.662850),  Route carried "on" structure: State highway 199,  Year Built: 1977,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 14,438 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,213 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 60; 143 & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.453,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19864,  Location: 1.30 Mi To Int Rte 64 (Lat: 37.251231,  Lng: -76.662706),  Route carried "on" structure: State highway 199,  Year Built: 1977,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 14,438 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,213 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 60; 143 & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.453,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.3 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19866,  Location: 1.00 Mi To Rte 60 & 143 (Lat: 37.256700,  Lng: -76.646036),  Route carried "on" structure: State highway 199,  Year Built: 1977,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 6,651 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,311 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 21.046,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19868,  Location: 1.00 Mi To Rte 60 & 143 (Lat: 37.256867,  Lng: -76.646158),  Route carried "on" structure: State highway 199,  Year Built: 1977,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 6,651 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,311 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.046,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 19871,  Location: 0.37 Mi To Int Rte 602 (Lat: 37.329072,  Lng: -76.705497),  Route carried "on" structure: County highway 604,  Year Built: 1979,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 228 (year 2019),  Average Future Daily Traffic: 252 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64,  Facility Carried by Structure: Barlow Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 19877,  Location: 0.26 Mi To Route 602 (Lat: 37.352347,  Lng: -76.731772),  Route carried "on" structure: County highway 646,  Year Built: 1979,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 12,644 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,702 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.586,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19879,  Location: 1.52 Mi To Route 60 (Lat: 37.352511,  Lng: -76.731947),  Route carried "on" structure: County highway 646,  Year Built: 1979,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 12,644 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,702 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.586,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 19881,  Location: 0.25 Mi To Route 641 (Lat: 37.255147,  Lng: -76.653000),  Route carried "on" structure: County highway 710,  Year Built: 1975,  Status: Closed,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 41 (year 2016),  Average Future Daily Traffic: 61 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 199,  Facility Carried by Structure: Lodge Road
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.106,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to 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

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Structure Number: 19883,  Location: 0.46 Mi To Route 1309 (Lat: 37.297522,  Lng: -76.651892),  Route carried "on" structure: County highway 716,  Year Built: 1932,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 141 (year 2016),  Average Future Daily Traffic: 158 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Queen Creek Spillway,  Facility Carried by Structure: East Queens Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.698,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $121,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 19884,  Location: 0.05 Mi To Rte 1335 (Lat: 37.284658,  Lng: -76.669908),  Route carried "on" structure: County highway 716,  Year Built: 1965,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 1,692 (year 2019),  Average Future Daily Traffic: 1,870 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-64,  Facility Carried by Structure: West Queens Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $655,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $917,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 22328,  Location: 0.01 TO 5 0.28 TO 60 (Lat: 37.273519,  Lng: -76.691447),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 2,146 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,500 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: CAPITOL LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 38.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.6 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $567,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 22335,  Location: 1.08 TO 132 /0.10 TO 162 (Lat: 37.286403,  Lng: -76.720528),  Route carried "on" structure: US 60,  Year Built: 1934,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 19,832 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,507 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.026,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.8 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22336,  Location: 0.07 TO 162/ 0.18 TO 60 (Lat: 37.272822,  Lng: -76.689100),  Route carried "on" structure: US 60,  Year Built: 1935,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 10,836 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,920 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: PAGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.373,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,575,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22337,  Location: 1.29 TO 5&31/0.56J CITY C (Lat: 37.252328,  Lng: -76.709750),  Route carried "on" structure: State highway 132,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,235 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,458 (year 2040),  Design Load: HS 20,  Features Intersected: PAPER MILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.680,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 22338,  Location: 0.14SCL WILLI O.76 TO 31 (Lat: 37.276906,  Lng: -76.681336),  Route carried "on" structure: State highway 143,  Year Built: 1948,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,412 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,953 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COLONIAL PKWY,  Facility Carried by Structure: MERRIMAC TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.199,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.0 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $284,000,  Deck Structure Type: Other

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Structure Number: 22342,  Location: On Campus of W&M College (Lat: 37.269708,  Lng: -76.718431),  Route carried "on" structure: State highway 321,  Year Built: 1963,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 800 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,660 (year 2040),  Design Load: HS 20,  Features Intersected: Trib Matoaka Lake,  Facility Carried by Structure: Ukrop Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 23768,  Location: 01.35 TO 60 /00.20 TO 199 (Lat: 37.251614,  Lng: -76.685872),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,184 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2027),  Design Load: HS 20,  Features Intersected: TUTTERS NECK POND,  Facility Carried by Structure: QUARTERPATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 4.0m (13.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24108,  Location: 2.18 Mi To Route 60 (Lat: 37.248511,  Lng: -76.700444),  Route carried "on" structure: State highway 199,  Year Built: 1976,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 15,696 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,976 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Colonial Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.945,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24224,  Location: 0.75 Mi To Rte 64 (Lat: 37.337731,  Lng: -76.749064),  Route carried "on" structure: State highway 199,  Year Built: 1995,  Status: Open,  Structure Length: 21.09m (69.19ft),  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: Route 60; 603 & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 24228,  Location: 0.75 Mi To Rte 64 (Lat: 37.337867,  Lng: -76.749250),  Route carried "on" structure: State highway 199,  Year Built: 1995,  Status: Open,  Structure Length: 21.09m (69.19ft),  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: Route 60; 603 & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: Febuary 2022,  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: 25198,  Location: 0.90 Mi To Route 612 (Lat: 37.288219,  Lng: -76.752728),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 1.28m (4.20ft),  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: Branch Powhatan Creek
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: 35.7m (117.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: August 2021

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Structure Number: 25201,  Location: 0.65 Mi To Route 612 (Lat: 37.291728,  Lng: -76.751958),  Route carried "on" structure: State highway 199,  Year Built: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  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: Chisel Run,  Facility Carried by Structure: Humelsine Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.874,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 25202,  Location: 0.64 Mi To Route 612 (Lat: 37.291861,  Lng: -76.752175),  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: Chisel Run,  Facility Carried by Structure: Humelsine Pkwy
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: 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: August 2021

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Structure Number: 25206,  Location: 0.90 Mi To Int Rte 60 (Lat: 37.310697,  Lng: -76.747547),  Route carried "on" structure: County highway 658,  Year Built: 1999,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 6,093 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,702 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 199,  Facility Carried by Structure: Olde Town Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing