Bridge Statistics for Boswell's Corner, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 128ft / 39.0mTotal length
- $539,000Total costs
- 364,672Total average daily traffic
- 24,375Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Boswell's Corner
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 11980-1989
- 12000-2009
- 72010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 42.9%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 2VA00C2, Location: 1.4KM NORTH OF MCB-4 (Lat: 38.539061, Lng: -77.425419), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2037), Design Load: HS 20, Features Intersected: S BRANCH CHOPAWAMSIC CRK, Facility Carried by Structure: MCB-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $17,000, Total Project Cost: $32,000 ( Estimate for 2021)
Structure Number: 2VA00C2, Location: 1.4KM NORTH OF MCB-4 (Lat: 38.539061, Lng: -77.425419), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2037), Design Load: HS 20, Features Intersected: S BRANCH CHOPAWAMSIC CRK, Facility Carried by Structure: MCB-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $17,000, Total Project Cost: $32,000 ( Estimate for 2021)
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Structure Number: 2VA17, Location: 0.3KM WEST OF I-95 (Lat: 38.522719, Lng: -77.372550), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,300 (year 2039), Features Intersected: CHOPAWAMSIC CREEK, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $5,000, Total Project Cost: $47,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2VA17, Location: 0.3KM WEST OF I-95 (Lat: 38.522719, Lng: -77.372550), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,300 (year 2039), Features Intersected: CHOPAWAMSIC CREEK, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $5,000, Total Project Cost: $47,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2VA30VB, Location: 0.3KM WEST OF I-95 (Lat: 38.522744, Lng: -77.373383), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,700 (year 2039), Design Load: HL 93, Features Intersected: CHOPAWAMSIC CREEK, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Navy/Marines, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Length Of Structure Improvement: 3.79m (12.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $4,000, Total Project Cost: $7,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2VA30VB, Location: 0.3KM WEST OF I-95 (Lat: 38.522744, Lng: -77.373383), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 3,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,700 (year 2039), Design Load: HL 93, Features Intersected: CHOPAWAMSIC CREEK, Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Navy/Marines, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Length Of Structure Improvement: 3.79m (12.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $4,000, Total Project Cost: $7,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2VAMCB2, Location: MCB QUANTICO (Lat: 38.507350, Lng: -77.427869), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2037), Features Intersected: BEAVER DAM RUN, Facility Carried by Structure: MCB-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $27,000, Total Project Cost: $28,000 ( Estimate for 2021)
Structure Number: 2VAMCB2, Location: MCB QUANTICO (Lat: 38.507350, Lng: -77.427869), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2037), Features Intersected: BEAVER DAM RUN, Facility Carried by Structure: MCB-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $27,000, Total Project Cost: $28,000 ( Estimate for 2021)
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Structure Number: 14266, Location: 4.90 fr 610 / 0.10 to Rus (Lat: 38.520044, Lng: -77.371261), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 64,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 90,433 (year 2040), Design Load: HS 20, Features Intersected: CHOPAWAMSIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.470, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.46m (17.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $138,000, Total Project Cost: $250,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14266, Location: 4.90 fr 610 / 0.10 to Rus (Lat: 38.520044, Lng: -77.371261), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 64,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 90,433 (year 2040), Design Load: HS 20, Features Intersected: CHOPAWAMSIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.470, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.46m (17.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $138,000, Total Project Cost: $250,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14267, Location: 0.10FrRussellRd/4.90To610 (Lat: 38.521067, Lng: -77.372164), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 62,590 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 87,626 (year 2040), Design Load: HS 20, Features Intersected: CHOPAWAMSIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.534, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $78,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 14267, Location: 0.10FrRussellRd/4.90To610 (Lat: 38.521067, Lng: -77.372164), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 62,590 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 87,626 (year 2040), Design Load: HS 20, Features Intersected: CHOPAWAMSIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.534, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $78,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 29968, Location: 00.8FR637/0.20to Russ (Lat: 38.520156, Lng: -77.371461), Route carried "on" structure: Alternate Interstate 95, Year Built: 2014, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,058 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,081 (year 2040), Design Load: HL 93, Features Intersected: CHOPAWAMSIC CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29968, Location: 00.8FR637/0.20to Russ (Lat: 38.520156, Lng: -77.371461), Route carried "on" structure: Alternate Interstate 95, Year Built: 2014, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,058 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,081 (year 2040), Design Load: HL 93, Features Intersected: CHOPAWAMSIC CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: 29971, Location: 1.6M Rte 610-2.7M to PW C (Lat: 38.485833, Lng: -77.391617), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 64,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 90,433 (year 2040), Design Load: HL 93, Features Intersected: AQUIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.838, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.5 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29971, Location: 1.6M Rte 610-2.7M to PW C (Lat: 38.485833, Lng: -77.391617), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 64,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 90,433 (year 2040), Design Load: HL 93, Features Intersected: AQUIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.838, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.5 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "on" structure: County highway 637, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 5,304 (year 2035), Design Load: HL 93, Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.3m (148.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "on" structure: County highway 637, Year Built: 2014, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,400 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 5,304 (year 2035), Design Load: HL 93, Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.3m (148.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "under" structure: Interstate 95, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 11,522 (year 2018), Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft)
Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "under" structure: Interstate 95, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 11,522 (year 2018), Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft)
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Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "under" structure: Interstate I-95, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 71,560 (year 2018), Truck Traffic: 3%, Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft)
Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "under" structure: Interstate I-95, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 71,560 (year 2018), Truck Traffic: 3%, Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft)
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Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "under" structure: Interstate I-95, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 68,352 (year 2018), Truck Traffic: 3%, Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft)
Structure Number: 29972, Location: 0.4 M Rte. 1-0.03 M ESM (Lat: 38.508817, Lng: -77.376967), Route carried "under" structure: Interstate I-95, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 68,352 (year 2018), Truck Traffic: 3%, Features Intersected: ROUTE 95, Facility Carried by Structure: Telegraph Road
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft)