Bridge Statistics for Lakeside, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 92ft / 28.0mTotal length
- $2,170,000Total costs
- 413,456Total average daily traffic
- 12,331Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lakeside
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 61950-1959
- 31960-1969
- 11970-1979
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 14.3%Good
- 42.9%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 57.1%Satisfactory
- 42.9%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 22.2%Fair
- 22.2%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 9639, Location: 0.25 161 & 0.36 I-95 (Lat: 37.604056, Lng: -77.460333), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,889 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,778 (year 2040), Design Load: HS 20, Features Intersected: UPHAM BROOK, Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.558, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 9639, Location: 0.25 161 & 0.36 I-95 (Lat: 37.604056, Lng: -77.460333), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,889 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,778 (year 2040), Design Load: HS 20, Features Intersected: UPHAM BROOK, Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.558, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 964, Location: 0.3 DUMBARTN 0.2 DEAD END (Lat: 37.599678, Lng: -77.486503), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,201 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20, Features Intersected: UPHAM BROOK, Facility Carried by Structure: BYRD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $90,000, Total Project Cost: $528,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 964, Location: 0.3 DUMBARTN 0.2 DEAD END (Lat: 37.599678, Lng: -77.486503), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,201 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20, Features Intersected: UPHAM BROOK, Facility Carried by Structure: BYRD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $90,000, Total Project Cost: $528,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9657, Location: 0.60 FR 161 & 0.30 TO 1 (Lat: 37.621786, Lng: -77.463231), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,213 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 15,000 (year 2020), Features Intersected: NORTH RUN, Facility Carried by Structure: LAKESIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $70,000, Total Project Cost: $515,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9657, Location: 0.60 FR 161 & 0.30 TO 1 (Lat: 37.621786, Lng: -77.463231), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,213 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 15,000 (year 2020), Features Intersected: NORTH RUN, Facility Carried by Structure: LAKESIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $70,000, Total Project Cost: $515,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9668, Location: 0.10WILMER AV & 0.25 TO 1 (Lat: 37.602842, Lng: -77.458022), Route carried "on" structure: County highway 7552, Year Built: 1958, Year Reconstructed: 1979, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 8,889 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,778 (year 2040), Design Load: H 20, Features Intersected: ROUTE 0095, Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.138, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $40,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9668, Location: 0.10WILMER AV & 0.25 TO 1 (Lat: 37.602842, Lng: -77.458022), Route carried "on" structure: County highway 7552, Year Built: 1958, Year Reconstructed: 1979, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 8,889 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,778 (year 2040), Design Load: H 20, Features Intersected: ROUTE 0095, Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.138, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $40,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9715, Location: 0.69 FR I-95 & .16 TO 161 (Lat: 37.615228, Lng: -77.457203), Route carried "on" structure: US 1, Year Built: 1939, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 8,933 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,506 (year 2040), Design Load: H 15, Features Intersected: UPHAM BROOK, Facility Carried by Structure: SBL BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $90,000, Total Project Cost: $520,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 9715, Location: 0.69 FR I-95 & .16 TO 161 (Lat: 37.615228, Lng: -77.457203), Route carried "on" structure: US 1, Year Built: 1939, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 8,933 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,506 (year 2040), Design Load: H 15, Features Intersected: UPHAM BROOK, Facility Carried by Structure: SBL BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $90,000, Total Project Cost: $520,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 9716, Location: 0.16 TO 161 &0.69 TO I-95 (Lat: 37.615136, Lng: -77.456883), Route carried "on" structure: US 1, Year Built: 1921, Year Reconstructed: 1971, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,933 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,506 (year 2040), Design Load: H 15, Features Intersected: UPHAM BROOK, Facility Carried by Structure: NBL BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.604, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $1,000, Total Project Cost: $317,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9716, Location: 0.16 TO 161 &0.69 TO I-95 (Lat: 37.615136, Lng: -77.456883), Route carried "on" structure: US 1, Year Built: 1921, Year Reconstructed: 1971, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 8,933 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,506 (year 2040), Design Load: H 15, Features Intersected: UPHAM BROOK, Facility Carried by Structure: NBL BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.604, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: January 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $1,000, Total Project Cost: $317,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9718, Location: .25 FR NCL RIC .87 TO 161 (Lat: 37.605272, Lng: -77.454967), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 13,110 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,421 (year 2040), Design Load: HS 20, Features Intersected: I-95, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.458, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9718, Location: .25 FR NCL RIC .87 TO 161 (Lat: 37.605272, Lng: -77.454967), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 13,110 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,421 (year 2040), Design Load: HS 20, Features Intersected: I-95, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.458, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9801, Location: 0.87 TO 33 & 0.05WCL RICH (Lat: 37.589914, Lng: -77.479764), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 122,666 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 152,092 (year 2040), Design Load: HS 20, Features Intersected: JORDANS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.593, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2021
Structure Number: 9801, Location: 0.87 TO 33 & 0.05WCL RICH (Lat: 37.589914, Lng: -77.479764), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 122,666 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 152,092 (year 2040), Design Load: HS 20, Features Intersected: JORDANS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.593, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2021
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Structure Number: 9878, Location: .72 TO 356 & .02 TO 1 (Lat: 37.617561, Lng: -77.457808), Route carried "on" structure: State highway 161, Year Built: 1947, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,705 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,172 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTH RUN, Facility Carried by Structure: HILLIARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.558, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9878, Location: .72 TO 356 & .02 TO 1 (Lat: 37.617561, Lng: -77.457808), Route carried "on" structure: State highway 161, Year Built: 1947, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,705 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,172 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTH RUN, Facility Carried by Structure: HILLIARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.558, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9879, Location: 0.56 fr 356 & 0.37 to Dum (Lat: 37.609442, Lng: -77.468758), Route carried "on" structure: State highway 161, Year Built: 1961, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 11,341 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 12,475 (year 2040), Design Load: HS 20, Features Intersected: TRUMPET BRANCH, Facility Carried by Structure: LAKESIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.611, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 9879, Location: 0.56 fr 356 & 0.37 to Dum (Lat: 37.609442, Lng: -77.468758), Route carried "on" structure: State highway 161, Year Built: 1961, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 11,341 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 12,475 (year 2040), Design Load: HS 20, Features Intersected: TRUMPET BRANCH, Facility Carried by Structure: LAKESIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.611, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 21532, Location: .22 WESTBROOK .02 NCL RIC (Lat: 37.598536, Lng: -77.466678), Route carried "on" structure: State highway 161, Year Built: 1953, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 13,063 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,807 (year 2040), Design Load: HS 20, Features Intersected: UPHAM BROOK, Facility Carried by Structure: HERMITAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.319, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 21532, Location: .22 WESTBROOK .02 NCL RIC (Lat: 37.598536, Lng: -77.466678), Route carried "on" structure: State highway 161, Year Built: 1953, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 13,063 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,807 (year 2040), Design Load: HS 20, Features Intersected: UPHAM BROOK, Facility Carried by Structure: HERMITAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.319, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 9668, Location: 0.10WILMER AV & 0.25 TO 1 (Lat: 37.602842, Lng: -77.458022), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 104,000 (year 2020), Truck Traffic: 4%, Features Intersected: ROUTE 0095, Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 129.814, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 9668, Location: 0.10WILMER AV & 0.25 TO 1 (Lat: 37.602842, Lng: -77.458022), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 104,000 (year 2020), Truck Traffic: 4%, Features Intersected: ROUTE 0095, Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 129.814, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 9718, Location: .25 FR NCL RIC .87 TO 161 (Lat: 37.605272, Lng: -77.454967), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 98,513 (year 2008), Truck Traffic: 4%, Features Intersected: I-95, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 130.088, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 9718, Location: .25 FR NCL RIC .87 TO 161 (Lat: 37.605272, Lng: -77.454967), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 98,513 (year 2008), Truck Traffic: 4%, Features Intersected: I-95, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 130.088, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)