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 - historical statistics
- 11930-1939
- 71940-1949
- 171960-1969
- 91970-1979
- 171980-1989
- 101990-1999
- 102000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 21970-1979
- 21980-1989
- Bridge Condition - Deck
- 11.8%Very good
- 32.4%Good
- 35.3%Satisfactory
- 20.6%Fair
- Bridge Condition - Superstructure
- 8.8%Very good
- 32.4%Good
- 32.4%Satisfactory
- 20.6%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 5.9%Very good
- 38.2%Good
- 26.5%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 16.2%Very good
- 16.2%Good
- 51.4%Satisfactory
- 13.5%Fair
- 2.7%Poor
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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