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


  • National Bridge Inventory (NBI) Statistics
  • 79Number of bridges
  • 1,102ft / 336mTotal length
  • $2,889,000Total costs
  • 2,356,357Total average daily traffic
  • 240,135Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fredericksburg
  • No street view available for this location

New bridges in Fredericksburg, VA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 71940-1949
  • 171960-1969
  • 91970-1979
  • 171980-1989
  • 101990-1999
  • 102000-2009
  • 82010-2019
Reconstructed bridges in Fredericksburg, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 21970-1979
  • 21980-1989
Average Bridge Daily Traffic in Fredericksburg, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.8%Very good
  • 32.4%Good
  • 35.3%Satisfactory
  • 20.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.8%Very good
  • 32.4%Good
  • 32.4%Satisfactory
  • 20.6%Fair
  • 5.9%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.9%Very good
  • 38.2%Good
  • 26.5%Satisfactory
  • 23.5%Fair
  • 5.9%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 16.2%Very good
  • 16.2%Good
  • 51.4%Satisfactory
  • 13.5%Fair
  • 2.7%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 11.1%Very good
  • 22.2%Good
  • 61.1%Satisfactory
  • 5.6%Fair
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Structure Number: 17912,  Location: 1.4M RTE208-9.6M CAROL.CO (Lat: 38.235036,  Lng: -77.501856),  Route carried "on" structure: US 1,  Year Built: 1979,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 48,105 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,347 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MASSAPONAX CREEK,  Facility Carried by Structure: JEFF DAVIS HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.283,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

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 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: 17916,  Location: 0.4M RTE17-5.1M RTE3 (Lat: 38.237467,  Lng: -77.411197),  Route carried "on" structure: US 17,  Year Built: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 7,794 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,573 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RUFFIN'S POND,  Facility Carried by Structure: TIDEWATER TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  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: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.4 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17926,  Location: 0039 RTE0001 0536 RTE0635 (Lat: 38.225861,  Lng: -77.499161),  Route carried "on" structure: Bypass US 17,  Year Built: 1962,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 18,540 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,956 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 277.168,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $201,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17928,  Location: 4.3M RTE1-1.5M RTE2 (Lat: 38.223231,  Lng: -77.430331),  Route carried "on" structure: Bypass US 17,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,843 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,980 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: MILLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 270.964,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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 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: 17929,  Location: 3.7M RTE1-2.1M RTE2 (Lat: 38.223119,  Lng: -77.441419),  Route carried "on" structure: Bypass US 17,  Year Built: 1971,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 12,843 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,980 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: MILLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17933,  Location: 7.5M RTE606-6.3M STAFF CO (Lat: 38.238250,  Lng: -77.499347),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 53,860 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 75,404 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTES 0001 & 0017 BP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.329,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17935,  Location: 7.5M RTE606-6.3M STAFF CO (Lat: 38.238853,  Lng: -77.499139),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 9.59m (31.46ft),  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: ROUTES 1 & 17 BP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.008,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17956,  Location: 7.2M RTE606-0.3M RTE1 (Lat: 38.234583,  Lng: -77.498028),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 87,635 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 122,689 (year 2040),  Design Load: HS 20,  Features Intersected: MASSAPONAX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.509,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 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: 17959,  Location: 1.7M RTE1-2.6M RTE3 (Lat: 38.262092,  Lng: -77.513953),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 51,499 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 72,099 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.759,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 1796,  Location: 1.7M RTE1-2.5M RTE3 (Lat: 38.262083,  Lng: -77.514642),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 53,860 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 75,404 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.810,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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: Superior 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: 17974,  Location: 0.7M RTE1-24.8M LOUSIA CL (Lat: 38.249450,  Lng: -77.509172),  Route carried "on" structure: State highway 208,  Year Built: 1984,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 35,197 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,246 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-95,  Facility Carried by Structure: COURTHOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.659,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17996,  Location: 1.1M RTE2 & 0.4M RTE17 (Lat: 38.228636,  Lng: -77.427064),  Route carried "on" structure: County highway 609,  Year Built: 1972,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,806 (year 2020),  Average Future Daily Traffic: 2,378 (year 2040),  Design Load: HS 20,  Features Intersected: MASSAPONAX CREEK,  Facility Carried by Structure: JIM MORRIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.720,  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: 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: 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: 1801,  Location: 0.5M RTE1-1.9M RTE639 (Lat: 38.267542,  Lng: -77.505008),  Route carried "on" structure: County highway 620,  Year Built: 1972,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 13,198 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,094 (year 2040),  Design Load: H 20,  Features Intersected: BR HAZEL RUN,  Facility Carried by Structure: HARRISON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.940,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  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: 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: 18011,  Location: 1.1M RTE1-1.5M RTE639 (Lat: 38.268689,  Lng: -77.515064),  Route carried "on" structure: County highway 620,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 12,202 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,528 (year 2040),  Design Load: HS 15,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.003,  Lanes on structure: 2,  Lanes under structure: 6,  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: 6,  Length of Maximum Span: 19.2m (63.0ft),  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: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.36m (30.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 18062,  Location: STAFFORD-FREDBURG LINE (Lat: 38.319019,  Lng: -77.471650),  Route carried "on" structure: Business US 1,  Year Built: 1943,  Status: Open,  Structure Length: 43.16m (141.60ft),  Average Daily Traffic: 34,250 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,946 (year 2040),  Design Load: H 20,  Features Intersected: RAPPAHANNOCK RIVER @
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.085,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.16m (141.60ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $850,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18064,  Location: 4.6M KG.GEO.-3.8M FRDBURG (Lat: 38.267925,  Lng: -77.418914),  Route carried "on" structure: State highway 3,  Year Built: 1945,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 19,047 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,666 (year 2040),  Design Load: H 20,  Features Intersected: LITTLE FALLS RUN,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.775,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 18066,  Location: 5.5M KG.GEO.-2.8M FRDBURG (Lat: 38.278558,  Lng: -77.427453),  Route carried "on" structure: State highway 3,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,047 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,666 (year 2040),  Design Load: HS 20,  Features Intersected: 10' STREAM,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.335,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 18067,  Location: 0.2M RTE 607-0.6M FRDBURG (Lat: 38.304008,  Lng: -77.447583),  Route carried "on" structure: State highway 3,  Year Built: 1971,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 26,103 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,544 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.165,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18069,  Location: 7.6M KG.GEO.-0.4M RTE212 (Lat: 38.302383,  Lng: -77.446703),  Route carried "on" structure: State highway 3,  Year Built: 1971,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 26,103 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,544 (year 2040),  Design Load: HS 20,  Features Intersected: CLAIBORNE RUN,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.401,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 22 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 1807,  Location: 0.3M RTE3-0.8M RTE17 (Lat: 38.289861,  Lng: -77.451239),  Route carried "on" structure: Bypass State highway 3,  Year Built: 1984,  Status: Open,  Structure Length: 20.74m (68.04ft),  Average Daily Traffic: 37,381 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,333 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAPPAHANNOCK RIVER @,  Facility Carried by Structure: BLUE & GRAY PKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.605,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 32 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.2m (36.7ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior 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: October 2020,  Underwater Inspection Date: January 2019,  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: 18071,  Location: 0.1M RTE3-0.8M RTE2 (Lat: 38.291183,  Lng: -77.445675),  Route carried "on" structure: Ramp State highway 3,  Year Built: 1986,  Status: Open,  Structure Length: 18.97m (62.24ft),  Average Daily Traffic: 18,690 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,167 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EBL RTE. 3__(RAMP C),  Facility Carried by Structure: BLUE GRAY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.296,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18113,  Location: SPOTSY.-STAFFORD CO.LINE (Lat: 38.325094,  Lng: -77.502578),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 39.56m (129.79ft),  Average Daily Traffic: 74,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 102,527 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RAPPAHANNOCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.498,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 39.62m (129.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18114,  Location: SPOTSY.-STAFFORD CO.LINE (Lat: 38.324911,  Lng: -77.501806),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 33.01m (108.30ft),  Average Daily Traffic: 65,720 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 92,008 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAPPAHANNOCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.112,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 80.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.53m (110.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18125,  Location: 0.2M RTE3-0.3M RTE3 (Lat: 38.303239,  Lng: -77.448428),  Route carried "on" structure: County highway 607,  Year Built: 1931,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 616 (year 2018),  Average Future Daily Traffic: 684 (year 2040),  Design Load: H 15,  Features Intersected: Claiborne Run & CSX,  Facility Carried by Structure: NAOMI ROAD
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 58.7m (192.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  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: Bituminous
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Structure Number: 18171,  Location: 0.0M RTE607-0.2M DEAD END (Lat: 38.303744,  Lng: -77.451450),  Route carried "on" structure: County highway 1160,  Year Built: 1971,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 547 (year 2018),  Average Future Daily Traffic: 705 (year 2040),  Design Load: HS 20,  Features Intersected: CLAIBORNE RUN,  Facility Carried by Structure: DAIRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 20245,  Location: 0.2M RTE1-0.6M RTE1 ALT (Lat: 38.308217,  Lng: -77.466739),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,730 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,903 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD RAPPAHANNOCK CANAL,  Facility Carried by Structure: FALL HILL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20246,  Location: 0.6M RTE1 ALT-0.3M RTE3 (Lat: 38.307439,  Lng: -77.469561),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,829 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,296 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD RAPPAHANNOCK CANAL,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 20249,  Location: 0.5M RTE1-4.1M RTE1 (Lat: 38.311119,  Lng: -77.476728),  Route carried "on" structure: Business City street 1,  Year Built: 1945,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 24,978 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,476 (year 2040),  Design Load: H 20,  Features Intersected: OLD RAPPAHANNOCK CANAL,  Facility Carried by Structure: JEFF. DAVIS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.116,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2025,  Location: 1.7M RTE 1 - 2.9M RTE 1 (Lat: 38.295258,  Lng: -77.483969),  Route carried "on" structure: US 1,  Year Built: 1946,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 30,242 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,266 (year 2040),  Design Load: H 20,  Features Intersected: JEFF DAVIS BLVD O RTE 3,  Facility Carried by Structure: JEFF DAVIS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.410,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20252,  Location: 2.3M RTE1-2.3M RTE1 (Lat: 38.287714,  Lng: -77.486714),  Route carried "on" structure: City street 1,  Year Built: 1946,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 28,940 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,701 (year 2040),  Design Load: H 20,  Features Intersected: HAZEL RUN,  Facility Carried by Structure: JEFF DAVIS BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.445,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20256,  Location: 0.5M RTE1-0.6M ECL FREDBG (Lat: 38.291911,  Lng: -77.456869),  Route carried "on" structure: Business US 2,  Year Built: 1988,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 20,163 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,228 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: & 17 B(DIXN ST)O HAZ RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.479,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20258,  Location: 1.2M RTE1 ALT-12.7M ORANG (Lat: 38.296100,  Lng: -77.506344),  Route carried "on" structure: State highway 3,  Year Built: 1984,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 24,398 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,157 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.182,  Lanes on structure: 4,  Lanes under structure: 12,  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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23906,  Location: 0.3M RTE639-0.1M RTE.2143 (Lat: 38.278017,  Lng: -77.539831),  Route carried "on" structure: Bypass County highway 1467,  Year Built: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,029 (year 2014),  Average Future Daily Traffic: 1,564 (year 2040),  Design Load: HS 20,  Features Intersected: BR. OF HAZEL RUN,  Facility Carried by Structure: DANIELLE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 23909,  Location: 0.1M RTE627-0.1M RTE2071 (Lat: 38.279608,  Lng: -77.569931),  Route carried "on" structure: County highway 2000,  Year Built: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 821 (year 2010),  Average Future Daily Traffic: 1,314 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: RED ROSE VILL. DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23945,  Location: 0.6M RTE1- (Lat: 38.289589,  Lng: -77.462000),  Route carried "on" structure: State highway 3,  Year Built: 1993,  Status: Open,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 39,913 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY;SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.543,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23989,  Location: 0.7M RTE3- (Lat: 38.290139,  Lng: -77.456894),  Route carried "on" structure: State highway 3,  Year Built: 1993,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 39,913 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OVER RTE.0002 (DIXON ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.945,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25091,  Location: 0.9M RTE17-3.1M RTE1 (Lat: 38.291019,  Lng: -77.470253),  Route carried "on" structure: US 1,  Year Built: 1997,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,487 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OVER HAZEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.988,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.0 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: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 26236,  Location: 0.1M RTE3-0.1M DEAD END (Lat: 38.276231,  Lng: -77.427956),  Route carried "on" structure: County highway 830,  Year Built: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 39 (year 2012),  Average Future Daily Traffic: 44 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: JAMES ASHBY Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 26747,  Location: 0.1M RTE1615-0.1M RTE1685 (Lat: 38.222369,  Lng: -77.460447),  Route carried "on" structure: County highway 1684,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 553 (year 2011),  Average Future Daily Traffic: 633 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TIMBER LAKE RD.
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: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: 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: 26748,  Location: 1.2M RTE620-0.3M RTE1558 (Lat: 38.278653,  Lng: -77.499789),  Route carried "on" structure: County highway 1344,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,045 (year 2014),  Average Future Daily Traffic: 1,588 (year 2040),  Design Load: HS 20,  Features Intersected: LONG BRANCH,  Facility Carried by Structure: KINGSWOOD BLVD
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 96.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 75.1 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: 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: 26975,  Location: 1.2M RTE1-0.3M CDS PKWY (Lat: 38.305981,  Lng: -77.503367),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 20,313 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,456 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-95,  Facility Carried by Structure: COWAN BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.4 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: 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27179,  Location: .15M PRESERVE LN-.5M I-95 (Lat: 38.305722,  Lng: -77.496750),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 20,227 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,318 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH RUN,  Facility Carried by Structure: COWAN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 45.9m (150.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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