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

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Structure Number: 17905,  Location: 0.8DEAD END 0.1 RTE0632 (Lat: 38.155389,  Lng: -77.507394),  Route carried "on" structure: ServiceOther road ,  Year Built: 1964,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 32 (year 1994),  Truck Traffic: 10%,  Average Future Daily Traffic: 39 (year 2024),  Design Load: HS 15,  Features Intersected: (NBL & SBL) I-95,  Facility Carried by Structure: PRIVATE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.029,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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 minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17911,  Location: 2.7M RTE208-8.4M CAROL.C (Lat: 38.217214,  Lng: -77.507478),  Route carried "on" structure: US 1,  Year Built: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 40,177 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,195 (year 2040),  Design Load: H 20,  Features Intersected: PALMERS RUN,  Facility Carried by Structure: JEFF DAVIS HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.207,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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

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Structure Number: 17913,  Location: 5.9M RTE208-5.1M CAROL.CO (Lat: 38.171706,  Lng: -77.518769),  Route carried "on" structure: US 1,  Year Built: 1926,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 14,261 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,447 (year 2040),  Design Load: H 15,  Features Intersected: NI RIVER,  Facility Carried by Structure: JEFFERSON DAVIS HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.982,  Lanes on structure: 4,  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: 11.6m (38.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17914,  Location: 7.5M RTE208-3.6M CAROL.CO (Lat: 38.149869,  Lng: -77.523747),  Route carried "on" structure: US 1,  Year Built: 1926,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 14,261 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,447 (year 2040),  Design Load: H 15,  Features Intersected: PO RIVER,  Facility Carried by Structure: JEFFERSON DAVIS HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.503,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17941,  Location: 2.6M RTE606-5.1M RTE1 (Lat: 38.166403,  Lng: -77.506142),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 44,405 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,167 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.220,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17942,  Location: 2.6M RTE606-5.1M RTE1 (Lat: 38.166106,  Lng: -77.505519),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 43,230 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,522 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.834,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $20,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17969,  Location: 5 M RTE1-20.6M LOUISA CL (Lat: 38.217561,  Lng: -77.570025),  Route carried "on" structure: State highway 208,  Year Built: 1990,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 11,278 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,789 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NI RIVER,  Facility Carried by Structure: WBL COURTHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 76.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17976,  Location: 5 M RTE1-20.6M LOUISA CL (Lat: 38.217494,  Lng: -77.569806),  Route carried "on" structure: State highway 208,  Year Built: 1991,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 11,278 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,789 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NI RIVER,  Facility Carried by Structure: EBL COURTHOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.890,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17977,  Location: 2.3M RTE1-23.2M LOUISA CL (Lat: 38.241950,  Lng: -77.535514),  Route carried "on" structure: State highway 208,  Year Built: 1922,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,598 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,639 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Massaponax Creek,  Facility Carried by Structure: WBL Courthouse Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.154,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17979,  Location: 2.3M RT1 & 23.2M LOUIS CL (Lat: 38.241803,  Lng: -77.535269),  Route carried "on" structure: State highway 208,  Year Built: 1986,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,598 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,639 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MASSAPONAX CREEK,  Facility Carried by Structure: EBL COURTHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1799,  Location: 3.5M RTE208-1.7M RTE1 (Lat: 38.191889,  Lng: -77.535992),  Route carried "on" structure: County highway 608,  Year Built: 1961,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 2,598 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,637 (year 2040),  Design Load: HS 15,  Features Intersected: NI RIVER,  Facility Carried by Structure: MASSAPONAX CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.447,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 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 replacement,  Waterway Adequacy: Equal to present minimum 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: September 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18002,  Location: 1.8M RTE610-0.5M RTE624 (Lat: 38.264272,  Lng: -77.629850),  Route carried "on" structure: County highway 612,  Year Built: 1966,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,305 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,508 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NI RIVER,  Facility Carried by Structure: CATHARPIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.714,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.7 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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18015,  Location: 0.8M RTE732-1.4M RTE628 (Lat: 38.244103,  Lng: -77.596814),  Route carried "on" structure: County highway 627,  Year Built: 1964,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,171 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,839 (year 2040),  Design Load: HS 15,  Features Intersected: NI RIVER,  Facility Carried by Structure: GORDON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.543,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18018,  Location: 0.7M RTE208-1.9M RTE628 (Lat: 38.235411,  Lng: -77.526436),  Route carried "on" structure: County highway 639,  Year Built: 1956,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 9,384 (year 2020),  Average Future Daily Traffic: 13,138 (year 2040),  Design Load: HS 15,  Features Intersected: MASSAPONAX CREEK,  Facility Carried by Structure: LEAVELLS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.086,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18033,  Location: 1.2M RTE208-1.1M RTE691 (Lat: 38.147394,  Lng: -77.655786),  Route carried "on" structure: County highway 656,  Year Built: 1989,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1,033 (year 2020),  Average Future Daily Traffic: 1,446 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TA RIVER,  Facility Carried by Structure: TOWLES MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.417,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18043,  Location: 0.9M RTE647-1.2M RTE208 (Lat: 38.133692,  Lng: -77.611994),  Route carried "on" structure: County highway 738,  Year Built: 1961,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 3,142 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,456 (year 2040),  Design Load: HS 20,  Features Intersected: TA RIVER,  Facility Carried by Structure: PARTLOW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.230,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 24034,  Location: 1.1M RTE208-2.3M RTE738 (Lat: 38.145889,  Lng: -77.644589),  Route carried "on" structure: County highway 648,  Year Built: 1994,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,476 (year 2020),  Average Future Daily Traffic: 1,781 (year 2040),  Design Load: HS 20,  Features Intersected: TA RIVER,  Facility Carried by Structure: BLOCKHOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 2572,  Location: 8.8M RTE1-16.8M LOUSIA CL (Lat: 38.171144,  Lng: -77.594414),  Route carried "on" structure: State highway 208,  Year Built: 1999,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 2,704 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,974 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PO RIVER,  Facility Carried by Structure: COURTHOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.750,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 26502,  Location: 0.7M RTE608-2.0M RTE612 (Lat: 38.218508,  Lng: -77.666514),  Route carried "on" structure: County highway 649,  Year Built: 2000,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 505 (year 2020),  Average Future Daily Traffic: 573 (year 2040),  Design Load: HS 20,  Features Intersected: PO RIVER,  Facility Carried by Structure: MILL POND RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 26503,  Location: 0.7M RTE608-2.1M RTE612 (Lat: 38.217778,  Lng: -77.666569),  Route carried "on" structure: County highway 649,  Year Built: 2000,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 505 (year 2020),  Average Future Daily Traffic: 573 (year 2040),  Design Load: HS 20,  Features Intersected: PO RIVER,  Facility Carried by Structure: MILL POND RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.229,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 26789,  Location: 1.75M RTE620-0.45M RTE628 (Lat: 38.254350,  Lng: -77.567189),  Route carried "on" structure: County highway 673,  Year Built: 2001,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,620 (year 2020),  Average Future Daily Traffic: 6,249 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: PIEDMONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: September 2020

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Structure Number: 2679,  Location: 1.1M RTE620-1.1M RTE628 (Lat: 38.261433,  Lng: -77.560158),  Route carried "on" structure: County highway 673,  Year Built: 2001,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,573 (year 2020),  Average Future Daily Traffic: 9,181 (year 2040),  Design Load: HS 20,  Features Intersected: MASSAPONAX CREEK,  Facility Carried by Structure: PIEDMONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 65.3 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: September 2020

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Structure Number: 2744,  Location: 1.5M Rte608-1.5M Rte606 (Lat: 38.178739,  Lng: -77.623969),  Route carried "on" structure: State highway 208,  Year Built: 2012,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 5,753 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,054 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PO RIVER,  Facility Carried by Structure: LAKE ANNA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 27738,  Location: 0.2M RTE610-0.1M RTE 1977 (Lat: 38.282031,  Lng: -77.592269),  Route carried "on" structure: County highway 1976,  Year Built: 1996,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 965 (year 2010),  Average Future Daily Traffic: 1,110 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. OF MASSAPONAX CR.,  Facility Carried by Structure: PULLEN DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 28274,  Location: 0.1M RTE 2013-0.0M DEAD E (Lat: 38.221331,  Lng: -77.533458),  Route carried "on" structure: County highway 2014,  Year Built: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30 (year 2017),  Average Future Daily Traffic: 33 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TRENTHAM TR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 28951,  Location: .4 M RTE. 627-.1 M END ST (Lat: 38.238169,  Lng: -77.602633),  Route carried "on" structure: County highway 2300,  Year Built: 2006,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 871 (year 2020),  Average Future Daily Traffic: 958 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: BROWNS FARM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 30675,  Location: .1M Rte.2308-.5M Rte.2300 (Lat: 38.230400,  Lng: -77.604217),  Route carried "on" structure: County highway 2302,  Year Built: 2007,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 800 (year 2014),  Average Future Daily Traffic: 1,600 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: WILLOW RIDGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.2 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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30868,  Location: .4M Rt 2330- .1M Rt 2325 (Lat: 38.243200,  Lng: -77.540000),  Route carried "on" structure: County highway 2328,  Year Built: 2003,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 572 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 572 (year 2035),  Design Load: HS 20,  Features Intersected: Massaponax Creek,  Facility Carried by Structure: East Copper Mt DR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 30928,  Location: 1.0M Rte208-0.4M EndState (Lat: 38.232556,  Lng: -77.576722),  Route carried "on" structure: County highway 1470,  Year Built: 2021,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,195 (year 2020),  Average Future Daily Traffic: 1,673 (year 2040),  Design Load: HL 93,  Features Intersected: STREAM,  Facility Carried by Structure: BLOOMSBURY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021

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Structure Number: 30988,  Location: 0.2M Rte 612-0.2M Deadend (Lat: 38.276658,  Lng: -77.628094),  Route carried "on" structure: County highway 1500,  Year Built: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 90 (year 2014),  Average Future Daily Traffic: 100 (year 2035),  Design Load: HL 93,  Features Intersected: Trib. of Ni River,  Facility Carried by Structure: SAWTOOTH LANE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.7 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 17905,  Location: 0.8DEAD END 0.1 RTE0632 (Lat: 38.155389,  Lng: -77.507394),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 52,838 (year 2019),  Truck Traffic: 15%,  Features Intersected: (NBL & SBL) I-95,  Facility Carried by Structure: PRIVATE RD.
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 194.029,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 17905,  Location: 0.8DEAD END 0.1 RTE0632 (Lat: 38.155389,  Lng: -77.507394),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 51,065 (year 2019),  Truck Traffic: 15%,  Features Intersected: (NBL & SBL) I-95,  Facility Carried by Structure: PRIVATE RD.
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 194.029,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)