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

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Structure Number: 601,  Location: 0.31 Fr PGC & 0.59 To 668 (Lat: 37.068353,  Lng: -77.400586),  Route carried "on" structure: County highway 604,  Year Built: 1985,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 531 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 743 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: HALIFAX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.505,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14016,  Location: 0.38 Fr DEnd & 0.73 To 35 (Lat: 37.073089,  Lng: -77.365542),  Route carried "on" structure: ServiceCounty highway F121,  Year Built: 1980,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 654 (year 2017),  Average Future Daily Traffic: 729 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JONES HOLE SWAMP,  Facility Carried by Structure: PARKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.636,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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 48 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14017,  Location: 0.93 Fr 605 & 0.57 To 696 (Lat: 37.108958,  Lng: -77.359750),  Route carried "on" structure: ServiceCounty highway F122,  Year Built: 1959,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 496 (year 2014),  Average Future Daily Traffic: 560 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WARWICK SWAMP,  Facility Carried by Structure: SUNNYBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14033,  Location: 0.10 Fr 301 & 0.13 To 156 (Lat: 37.081781,  Lng: -77.358578),  Route carried "on" structure: State highway 35,  Year Built: 1959,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,243 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,367 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: COURTLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.367,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $340,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14038,  Location: 5.67 Fr SSX & 6.27 To295E (Lat: 37.073325,  Lng: -77.366114),  Route carried "on" structure: Interstate 95,  Year Built: 1953,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 14,872 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 20,821 (year 2040),  Design Load: HS 20,  Features Intersected: JONES HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1404,  Location: 1.92 Fr 35 & 2.29 To 301 (Lat: 37.108969,  Lng: -77.359278),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 21,440 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WARWICK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.9 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 14041,  Location: 1.91 Fr 35 & 2.30 To 301 (Lat: 37.108967,  Lng: -77.359472),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 21,469 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,057 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WARWICK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.9 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 14046,  Location: 2.02 fr 623& 1.70 to 35 (Lat: 37.060883,  Lng: -77.374458),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 32,445 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 45,423 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BABBIT'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.234,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present 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: 1405,  Location: 5.64 Fr SSX & 4.90 To 301 (Lat: 37.073203,  Lng: -77.365850),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 17,573 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,602 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JONES HOLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $230,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14066,  Location: 0.62 Fr 638 & 1.26 To 626 (Lat: 37.110283,  Lng: -77.324628),  Route carried "on" structure: State highway 156,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,855 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,040 (year 2040),  Design Load: HS 20,  Features Intersected: LEE'S MILL POND,  Facility Carried by Structure: PRINCE GEORGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022

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Structure Number: 14072,  Location: 0.57 Fr 711 & 1.56 To 608 (Lat: 37.106131,  Lng: -77.354467),  Route carried "on" structure: US 301,  Year Built: 1927,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,130 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,343 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WARWICK SWAMP,  Facility Carried by Structure: SOUTH CRATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.525,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14073,  Location: 1.52 Fr 675 & 1.24 To 156 (Lat: 37.073419,  Lng: -77.366333),  Route carried "on" structure: US 301,  Year Built: 1929,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,664 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,830 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JONES HOLE SWAMP,  Facility Carried by Structure: SUNNYBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.827,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14086,  Location: 0.05 Fr 607 & 0.96 To 628 (Lat: 37.126847,  Lng: -77.361342),  Route carried "on" structure: County highway 608,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 759 (year 2020),  Average Future Daily Traffic: 848 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF WARWICK SWAMP,  Facility Carried by Structure: COLLEGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 79.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2018

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Structure Number: 14087,  Location: 0.29 Fr 301 & 0.24 To 607 (Lat: 37.126728,  Lng: -77.357919),  Route carried "on" structure: County highway 608,  Year Built: 1959,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 759 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 848 (year 2040),  Design Load: H 20,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: GARY'S CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $600,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14101,  Location: 0.40 Fr 670 & 0.15 To 301 (Lat: 37.034528,  Lng: -77.389717),  Route carried "on" structure: County highway 623,  Year Built: 1980,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 1,135 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,157 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: ROWANTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.027,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14116,  Location: 0.15 Fr 675 & 0.20 To 671 (Lat: 37.054956,  Lng: -77.379656),  Route carried "on" structure: County highway 631,  Year Built: 1980,  Status: Open,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 473 (year 2014),  Average Future Daily Traffic: 719 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-95 & RTE 301,  Facility Carried by Structure: LANSING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14131,  Location: 1.40 Fr 623 & 2.10 To 638 (Lat: 37.017025,  Lng: -77.354603),  Route carried "on" structure: County highway 650,  Year Built: 2012,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 133 (year 2017),  Average Future Daily Traffic: 149 (year 2040),  Design Load: H 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: HORSE SHOE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $56,000

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Structure Number: 18358,  Location: 1.75fr602/.30to Pr George (Lat: 37.029886,  Lng: -77.314467),  Route carried "on" structure: County highway 637,  Year Built: 1974,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 72 (year 2014),  Average Future Daily Traffic: 81 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Jones Hole Swamp,  Facility Carried by Structure: Railroad Bed Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.350,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2022,  Underwater Inspection Date: March 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 26115,  Location: 0.55 Fr 607 & 0.2 To 1130 (Lat: 37.116031,  Lng: -77.389778),  Route carried "on" structure: County highway 622,  Year Built: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 549 (year 2017),  Average Future Daily Traffic: 737 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WARWICK SWAMP,  Facility Carried by Structure: FAIRWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.2 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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29132,  Location: 1.77 Fr 604 & 0.51 To 605 (Lat: 37.079483,  Lng: -77.371850),  Route carried "on" structure: County highway 621,  Year Built: 2010,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 184 (year 2017),  Average Future Daily Traffic: 224 (year 2040),  Design Load: H 20,  Features Intersected: JONES HOLE SWAMP,  Facility Carried by Structure: SHANDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.853,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 14033,  Location: 0.10 Fr 301 & 0.13 To 156 (Lat: 37.081781,  Lng: -77.358578),  Route carried "under" structure: Interstate 95,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: COURTLAND ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 66.130,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 14087,  Location: 0.29 Fr 301 & 0.24 To 607 (Lat: 37.126728,  Lng: -77.357919),  Route carried "under" structure: Interstate 95,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 18%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: GARY'S CHURCH ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 71.134,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 14101,  Location: 0.40 Fr 670 & 0.15 To 301 (Lat: 37.034528,  Lng: -77.389717),  Route carried "under" structure: Interstate 95,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-95,  Facility Carried by Structure: ROWANTY ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 60.144,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

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Structure Number: 14116,  Location: 0.15 Fr 675 & 0.20 To 671 (Lat: 37.054956,  Lng: -77.379656),  Route carried "under" structure: Interstate 95,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-95 & RTE 301,  Facility Carried by Structure: LANSING ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 62.622,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 14116,  Location: 0.15 Fr 675 & 0.20 To 671 (Lat: 37.054956,  Lng: -77.379656),  Route carried "under" structure: US 301,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2018),  Truck Traffic: 13%,  Features Intersected: INTERSTATE-95 & RTE 301,  Facility Carried by Structure: LANSING ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 62.623,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)