Bridge Statistics for Virginia Beach, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 153Number of bridges
- 15,397ft / 4,693mTotal length
- $244,232,000Total costs
- 3,669,742Total average daily traffic
- 104,000Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Virginia Beach
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 31950-1959
- 571960-1969
- 171970-1979
- 221980-1989
- 281990-1999
- 72000-2009
- 142010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 21970-1979
- 21980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 1.1%Excellent
- 9.0%Very good
- 48.3%Good
- 33.7%Satisfactory
- 6.7%Fair
- 1.1%Poor
- Bridge Condition - Superstructure
- 1.1%Excellent
- 12.0%Very good
- 48.9%Good
- 25.0%Satisfactory
- 12.0%Fair
- 1.1%Poor
- Bridge Condition - Substructure
- 1.1%Excellent
- 6.5%Very good
- 51.1%Good
- 25.0%Satisfactory
- 14.1%Fair
- 2.2%Poor
- Bridge Condition - Channel
- 2.0%Excellent
- 18.0%Very good
- 45.0%Good
- 30.0%Satisfactory
- 4.0%Fair
- 1.0%Poor
- Bridge Condition - Culverts
- 6.3%Very good
- 50.0%Good
- 40.6%Satisfactory
- 3.1%Fair
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Structure Number: 1VA0257, Location: 0.2 KM W OF REGULUS AV (Lat: 36.791444, Lng: -75.965139), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 10.69m (35.07ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: LAKE REDWING, Facility Carried by Structure: UNNAMED ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.1m (59.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $3,000, Total Project Cost: $34,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1VA0257, Location: 0.2 KM W OF REGULUS AV (Lat: 36.791444, Lng: -75.965139), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 10.69m (35.07ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: LAKE REDWING, Facility Carried by Structure: UNNAMED ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.1m (59.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $3,000, Total Project Cost: $34,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1VA2106, Location: 1 KM NW OF FERRY ROAD (Lat: 36.911642, Lng: -76.186067), Route carried "on" structure: ServiceOther road , Year Built: 1954, Status: Posted for load, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2040), Design Load: H 20, Features Intersected: LAKE WHITEHURST OUTLET, Facility Carried by Structure: AMPHIBIOUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $63,000, Total Project Cost: $116,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1VA2106, Location: 1 KM NW OF FERRY ROAD (Lat: 36.911642, Lng: -76.186067), Route carried "on" structure: ServiceOther road , Year Built: 1954, Status: Posted for load, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2040), Design Load: H 20, Features Intersected: LAKE WHITEHURST OUTLET, Facility Carried by Structure: AMPHIBIOUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $63,000, Total Project Cost: $116,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1VA2107, Location: 0.2 KM W OF ABBOTT ROAD (Lat: 36.907289, Lng: -76.181406), Route carried "on" structure: ServiceOther road , Year Built: 1955, Status: Open, Structure Length: 27.58m (90.49ft), Average Daily Traffic: 4,000 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: H 20, Features Intersected: EASTERN SHORE RR, Facility Carried by Structure: AMPHIBIOUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.58m (90.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $44,000, Total Project Cost: $172,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1VA2107, Location: 0.2 KM W OF ABBOTT ROAD (Lat: 36.907289, Lng: -76.181406), Route carried "on" structure: ServiceOther road , Year Built: 1955, Status: Open, Structure Length: 27.58m (90.49ft), Average Daily Traffic: 4,000 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: H 20, Features Intersected: EASTERN SHORE RR, Facility Carried by Structure: AMPHIBIOUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.58m (90.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $44,000, Total Project Cost: $172,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1VA3701, Location: 0.2 KM NE OF MURRY ROAD (Lat: 36.909139, Lng: -76.168278), Route carried "on" structure: ServiceOther road , Year Built: 1954, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 20, Features Intersected: LAKE SMITH OUTLET, Facility Carried by Structure: AMPHIBIOUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 61.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $57,000, Total Project Cost: $234,000 ( Estimate for 2020), Deck Structure Type: Open Grating
Structure Number: 1VA3701, Location: 0.2 KM NE OF MURRY ROAD (Lat: 36.909139, Lng: -76.168278), Route carried "on" structure: ServiceOther road , Year Built: 1954, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 20, Features Intersected: LAKE SMITH OUTLET, Facility Carried by Structure: AMPHIBIOUS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 61.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $57,000, Total Project Cost: $234,000 ( Estimate for 2020), Deck Structure Type: Open Grating
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Structure Number: 425, Location: 1.75FR649/6.85 ORANGE COL (Lat: 38.103014, Lng: -78.385078), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,072 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,381 (year 2040), Design Load: H 15, Features Intersected: FLANNIGAN BRANCH, Facility Carried by Structure: STONY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 425, Location: 1.75FR649/6.85 ORANGE COL (Lat: 38.103014, Lng: -78.385078), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,072 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,381 (year 2040), Design Load: H 15, Features Intersected: FLANNIGAN BRANCH, Facility Carried by Structure: STONY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 426, Location: 0.87FR649/7.70 ORANGE COL (Lat: 38.092850, Lng: -78.391014), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,072 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,381 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK, Facility Carried by Structure: STONY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 426, Location: 0.87FR649/7.70 ORANGE COL (Lat: 38.092850, Lng: -78.391014), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,072 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,381 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK, Facility Carried by Structure: STONY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 428, Location: 3.75 FR 250 / 1.09 TO 649 (Lat: 38.072128, Lng: -78.410875), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,216 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,102 (year 2040), Design Load: HS 20, Features Intersected: REDBUD CREEK, Facility Carried by Structure: STONY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.667, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 428, Location: 3.75 FR 250 / 1.09 TO 649 (Lat: 38.072128, Lng: -78.410875), Route carried "on" structure: State highway 20, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,216 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,102 (year 2040), Design Load: HS 20, Features Intersected: REDBUD CREEK, Facility Carried by Structure: STONY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.667, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 4249, Location: 1.50-Rt 601/0.45-Rt 618 (Lat: 37.140475, Lng: -78.915306), Route carried "on" structure: County highway 645, Year Built: 1932, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 46 (year 2019), Average Future Daily Traffic: 59 (year 2040), Features Intersected: Little Falling River, Facility Carried by Structure: Hurt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $464,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4249, Location: 1.50-Rt 601/0.45-Rt 618 (Lat: 37.140475, Lng: -78.915306), Route carried "on" structure: County highway 645, Year Built: 1932, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 46 (year 2019), Average Future Daily Traffic: 59 (year 2040), Features Intersected: Little Falling River, Facility Carried by Structure: Hurt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $464,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4252, Location: 0.20-Rt 24 /0 .12-Rt 721 (Lat: 37.332144, Lng: -78.978856), Route carried "on" structure: County highway 646, Year Built: 1975, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,144 (year 2020), Average Future Daily Traffic: 1,258 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Spring Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.749, Lanes on structure: 2, 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4252, Location: 0.20-Rt 24 /0 .12-Rt 721 (Lat: 37.332144, Lng: -78.978856), Route carried "on" structure: County highway 646, Year Built: 1975, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,144 (year 2020), Average Future Daily Traffic: 1,258 (year 2040), Features Intersected: NS Railway, Facility Carried by Structure: Spring Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.749, Lanes on structure: 2, 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4259, Location: 1.20-Rt 652 / 1.00-Rt 654 (Lat: 37.182244, Lng: -79.043744), Route carried "on" structure: County highway 650, Year Built: 1965, Year Reconstructed: 2017, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 370 (year 2020), Average Future Daily Traffic: 407 (year 2040), Features Intersected: Mollys Creek, Facility Carried by Structure: Mollys Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Membrane: Epoxy
Structure Number: 4259, Location: 1.20-Rt 652 / 1.00-Rt 654 (Lat: 37.182244, Lng: -79.043744), Route carried "on" structure: County highway 650, Year Built: 1965, Year Reconstructed: 2017, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 370 (year 2020), Average Future Daily Traffic: 407 (year 2040), Features Intersected: Mollys Creek, Facility Carried by Structure: Mollys Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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, Membrane: Epoxy
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Structure Number: 12747, Location: 1581NHMPTN CO0.00NCL VA B (Lat: 36.916581, Lng: -76.130442), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 536.05m (1758.69ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CB & LOOKOUT RD - TRES A
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 81.988, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 235, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5360.82m (17587.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $40,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $60,000,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12747, Location: 1581NHMPTN CO0.00NCL VA B (Lat: 36.916581, Lng: -76.130442), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 536.05m (1758.69ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CB & LOOKOUT RD - TRES A
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 81.988, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 235, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5360.82m (17587.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $40,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $60,000,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1275, Location: 1050NHMPTN CO0489NCL VA B (Lat: 36.984389, Lng: -76.105092), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 603.44m (1979.79ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHES. BAY - TRESTLE B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.861, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 265, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 603.44m (1979.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $21,000 ( Estimate for 2017), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1275, Location: 1050NHMPTN CO0489NCL VA B (Lat: 36.984389, Lng: -76.105092), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 603.44m (1979.79ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHES. BAY - TRESTLE B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.861, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 265, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 603.44m (1979.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $21,000 ( Estimate for 2017), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12752, Location: 3.74NHMPTN CO1468NCL VA B (Lat: 37.068417, Lng: -76.030600), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 115.61m (379.30ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHES. BAY - N. CHANNEL
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 106.004, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 23.1m (75.8ft), Horizontal Clearance: 94.7m (310.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 17, Length of Maximum Span: 99.7m (327.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 115.58m (379.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $13,000,000, Roadway Improvement Cost: $10,000, Total Project Cost: $20,000,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12752, Location: 3.74NHMPTN CO1468NCL VA B (Lat: 37.068417, Lng: -76.030600), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 115.61m (379.30ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHES. BAY - N. CHANNEL
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 106.004, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 23.1m (75.8ft), Horizontal Clearance: 94.7m (310.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 17, Length of Maximum Span: 99.7m (327.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 115.58m (379.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $13,000,000, Roadway Improvement Cost: $10,000, Total Project Cost: $20,000,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12755, Location: 4.46NHMPTN CO1012NCL VA B (Lat: 37.048439, Lng: -76.059386), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 734.90m (2411.09ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHES. BAY - TRESTLE C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.749, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 322, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 734.90m (2411.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $57,664,000, Roadway Improvement Cost: $10,000, Total Project Cost: $59,000,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12755, Location: 4.46NHMPTN CO1012NCL VA B (Lat: 37.048439, Lng: -76.059386), Route carried "on" structure: US 13, Year Built: 1964, Status: Open, Structure Length: 734.90m (2411.09ft), Average Daily Traffic: 4,629 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,481 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHES. BAY - TRESTLE C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.749, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 322, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 734.90m (2411.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $57,664,000, Roadway Improvement Cost: $10,000, Total Project Cost: $59,000,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13336, Location: 0.75 Rt 804 ; 0.85 Rt 677 (Lat: 36.586231, Lng: -80.595333), Route carried "on" structure: County highway 672, Year Built: 1971, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 246 (year 2014), Average Future Daily Traffic: 372 (year 2040), Design Load: HS 20, Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,363,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13336, Location: 0.75 Rt 804 ; 0.85 Rt 677 (Lat: 36.586231, Lng: -80.595333), Route carried "on" structure: County highway 672, Year Built: 1971, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 246 (year 2014), Average Future Daily Traffic: 372 (year 2040), Design Load: HS 20, Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,363,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22167, Location: 2.00GEN BT BL/.05ENT NAV (Lat: 36.783664, Lng: -75.963981), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 16,072 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,508 (year 2040), Design Load: HS 20+Mod, Features Intersected: Drainage Canal, Facility Carried by Structure: Dam Neck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 92.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22167, Location: 2.00GEN BT BL/.05ENT NAV (Lat: 36.783664, Lng: -75.963981), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 16,072 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,508 (year 2040), Design Load: HS 20+Mod, Features Intersected: Drainage Canal, Facility Carried by Structure: Dam Neck Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 92.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2018), 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: 22168, Location: 0.17SALEM RD/0.17SPRUCE K (Lat: 36.772894, Lng: -76.126100), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 399 (year 2026), Design Load: HS 20, Features Intersected: NORTH LANDING RIVER, Facility Carried by Structure: WARE NECK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 22168, Location: 0.17SALEM RD/0.17SPRUCE K (Lat: 36.772894, Lng: -76.126100), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 399 (year 2026), Design Load: HS 20, Features Intersected: NORTH LANDING RIVER, Facility Carried by Structure: WARE NECK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 22169, Location: 0.13LYNNHAVEN0.51SHIPPS C (Lat: 36.798608, Lng: -76.084831), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 28,990 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 32,521 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: HOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.792, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 22169, Location: 0.13LYNNHAVEN0.51SHIPPS C (Lat: 36.798608, Lng: -76.084831), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 28,990 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 32,521 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: HOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.792, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 2217, Location: 1.10W NECK RD0.90P ANNE R (Lat: 36.721064, Lng: -76.033719), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,507 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,710 (year 2040), Design Load: HS 20, Features Intersected: BRANCH WEST NECK CREEK, Facility Carried by Structure: INDIAN RIVER ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $295,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2217, Location: 1.10W NECK RD0.90P ANNE R (Lat: 36.721064, Lng: -76.033719), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 5,507 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,710 (year 2040), Design Load: HS 20, Features Intersected: BRANCH WEST NECK CREEK, Facility Carried by Structure: INDIAN RIVER ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $295,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22171, Location: 0.10MILL LND/1.00CHAR NK (Lat: 36.649800, Lng: -76.016642), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 395 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20+Mod, Features Intersected: NAWNEY CREEK, Facility Carried by Structure: NAWNEY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22171, Location: 0.10MILL LND/1.00CHAR NK (Lat: 36.649800, Lng: -76.016642), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 395 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20+Mod, Features Intersected: NAWNEY CREEK, Facility Carried by Structure: NAWNEY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22172, Location: 1.08 TO 190 /0.10LYNN PKW (Lat: 36.783236, Lng: -76.158767), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 13,892 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,689 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: INDIAN RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2020
Structure Number: 22172, Location: 1.08 TO 190 /0.10LYNN PKW (Lat: 36.783236, Lng: -76.158767), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 13,892 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,689 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: INDIAN RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2020
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Structure Number: 22173, Location: 0.27EDWIN DR.0.32COLONIAL (Lat: 36.832172, Lng: -76.120717), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,834 (year 2020), Average Future Daily Traffic: 4,217 (year 2040), Design Load: HS 20, Features Intersected: OVER DRAINAGE DITCH, Facility Carried by Structure: SOUTH BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 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: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2020
Structure Number: 22173, Location: 0.27EDWIN DR.0.32COLONIAL (Lat: 36.832172, Lng: -76.120717), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,834 (year 2020), Average Future Daily Traffic: 4,217 (year 2040), Design Load: HS 20, Features Intersected: OVER DRAINAGE DITCH, Facility Carried by Structure: SOUTH BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 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: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2020
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Structure Number: 22174, Location: 1.00GUM BRGR/0.10PLE RIDE (Lat: 36.679722, Lng: -75.983961), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 165 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 182 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH NORTH BAY, Facility Carried by Structure: MUDDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22174, Location: 1.00GUM BRGR/0.10PLE RIDE (Lat: 36.679722, Lng: -75.983961), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 165 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 182 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH NORTH BAY, Facility Carried by Structure: MUDDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22176, Location: 0.50SALEM RD/0.70IND RIV (Lat: 36.765911, Lng: -76.130125), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,283 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,796 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: ELBOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22176, Location: 0.50SALEM RD/0.70IND RIV (Lat: 36.765911, Lng: -76.130125), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,283 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,796 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: ELBOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22177, Location: 1.50BLACKW RD0.35CITY CHE (Lat: 36.617458, Lng: -76.116975), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 586 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLACKWATER RIVER, Facility Carried by Structure: HEAD OF RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 22177, Location: 1.50BLACKW RD0.35CITY CHE (Lat: 36.617458, Lng: -76.116975), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 586 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: BLACKWATER RIVER, Facility Carried by Structure: HEAD OF RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 22178, Location: 0.70HUNGR RD/0.20PUN FR R (Lat: 36.607514, Lng: -76.084628), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,178 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,496 (year 2040), Design Load: HS 20+Mod, Features Intersected: Blackwater Creek, Facility Carried by Structure: Blackwater Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, 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: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22178, Location: 0.70HUNGR RD/0.20PUN FR R (Lat: 36.607514, Lng: -76.084628), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,178 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,496 (year 2040), Design Load: HS 20+Mod, Features Intersected: Blackwater Creek, Facility Carried by Structure: Blackwater Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, 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: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2218, Location: 0.47 TO 60 /0.12AD KEEL R (Lat: 36.902475, Lng: -76.068181), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 26.88m (88.19ft), Average Daily Traffic: 6,297 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: H 20, Features Intersected: LONG CREEK CA. & BR.BY R, Facility Carried by Structure: W GREAT NECK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.13m (89.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $2,670,000, Roadway Improvement Cost: $50,000, Total Project Cost: $4,005,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2218, Location: 0.47 TO 60 /0.12AD KEEL R (Lat: 36.902475, Lng: -76.068181), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 26.88m (88.19ft), Average Daily Traffic: 6,297 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: H 20, Features Intersected: LONG CREEK CA. & BR.BY R, Facility Carried by Structure: W GREAT NECK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.13m (89.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $2,670,000, Roadway Improvement Cost: $50,000, Total Project Cost: $4,005,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22186, Location: 0.05LYNN RD /0.06S GR NK (Lat: 36.835083, Lng: -76.060836), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 5,412 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,953 (year 2040), Design Load: HS 20+Mod, Features Intersected: London Bridge Creek, Facility Carried by Structure: Potters Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 76.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $10,000, Total Project Cost: $1,238,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22186, Location: 0.05LYNN RD /0.06S GR NK (Lat: 36.835083, Lng: -76.060836), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 5,412 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,953 (year 2040), Design Load: HS 20+Mod, Features Intersected: London Bridge Creek, Facility Carried by Structure: Potters Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 76.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $10,000, Total Project Cost: $1,238,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22187, Location: 1.14POTTR-RD/2.00HOLAND-R (Lat: 36.822875, Lng: -76.077611), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 13,374 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,411 (year 2040), Design Load: HS 20, Features Intersected: LONDON BRIDGE CREEK, Facility Carried by Structure: S LYNNHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22187, Location: 1.14POTTR-RD/2.00HOLAND-R (Lat: 36.822875, Lng: -76.077611), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 13,374 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,411 (year 2040), Design Load: HS 20, Features Intersected: LONDON BRIDGE CREEK, Facility Carried by Structure: S LYNNHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22189, Location: 0.80INDPEN BD/0.50 BOGGS (Lat: 36.836475, Lng: -76.125617), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,627 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,790 (year 2040), Design Load: HS 20, Features Intersected: TIDAL STREAM, Facility Carried by Structure: BONNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: June 2021
Structure Number: 22189, Location: 0.80INDPEN BD/0.50 BOGGS (Lat: 36.836475, Lng: -76.125617), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,627 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,790 (year 2040), Design Load: HS 20, Features Intersected: TIDAL STREAM, Facility Carried by Structure: BONNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: June 2021
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Structure Number: 22191, Location: 0.00 TO 60 / 1.70BIRDNECK (Lat: 36.830547, Lng: -75.972561), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 20.82m (68.31ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,203 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUDEE INLET, Facility Carried by Structure: GEN BOOTH BLVD
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: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 16.4m (53.8ft)), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,625,000, Roadway Improvement Cost: $50,000, Total Project Cost: $3,938,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22191, Location: 0.00 TO 60 / 1.70BIRDNECK (Lat: 36.830547, Lng: -75.972561), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 20.82m (68.31ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,203 (year 2040), Design Load: HS 20+Mod, Features Intersected: RUDEE INLET, Facility Carried by Structure: GEN BOOTH BLVD
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: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 16.4m (53.8ft)), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,625,000, Roadway Improvement Cost: $50,000, Total Project Cost: $3,938,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22194, Location: 0.02MOORCK RD0.03SALEM RD (Lat: 36.778147, Lng: -76.126158), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,258 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: S INDEPENDENCE BLD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22194, Location: 0.02MOORCK RD0.03SALEM RD (Lat: 36.778147, Lng: -76.126158), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,258 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: S INDEPENDENCE BLD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22195, Location: 0.40PRIMRSELN0.20HOLLANDR (Lat: 36.797011, Lng: -76.087642), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 23,433 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 25,776 (year 2040), Design Load: HS 20, Features Intersected: Green Run Drainage Canal, Facility Carried by Structure: Lynnhaven Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.3m (7.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 22195, Location: 0.40PRIMRSELN0.20HOLLANDR (Lat: 36.797011, Lng: -76.087642), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 23,433 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 25,776 (year 2040), Design Load: HS 20, Features Intersected: Green Run Drainage Canal, Facility Carried by Structure: Lynnhaven Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.3m (7.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 22196, Location: 1.00NEWTOWNRD0.60WITCHDUC (Lat: 36.842125, Lng: -76.166258), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,144 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,602 (year 2040), Design Load: HS 20, Features Intersected: Drainage Canal, Facility Carried by Structure: Greenwich Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 22196, Location: 1.00NEWTOWNRD0.60WITCHDUC (Lat: 36.842125, Lng: -76.166258), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,144 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,602 (year 2040), Design Load: HS 20, Features Intersected: Drainage Canal, Facility Carried by Structure: Greenwich Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 22197, Location: 1.00DIAMONDSP0.15HAYGOODR (Lat: 36.868519, Lng: -76.154372), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,270 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 20,097 (year 2040), Design Load: HS 20, Features Intersected: Drainage Canal, Facility Carried by Structure: Wesleyan Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 22197, Location: 1.00DIAMONDSP0.15HAYGOODR (Lat: 36.868519, Lng: -76.154372), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,270 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 20,097 (year 2040), Design Load: HS 20, Features Intersected: Drainage Canal, Facility Carried by Structure: Wesleyan Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 22198, Location: 0.30POTTER RD2.60HOLLAD R (Lat: 36.831894, Lng: -76.067272), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 14,949 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 19,731 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONDON BRIDGE CREEK, Facility Carried by Structure: NBL LYNNHAVEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22198, Location: 0.30POTTER RD2.60HOLLAD R (Lat: 36.831894, Lng: -76.067272), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 14,949 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 19,731 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONDON BRIDGE CREEK, Facility Carried by Structure: NBL LYNNHAVEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22199, Location: 0.30POTTER RD2.60HOLLAD R (Lat: 36.831878, Lng: -76.067456), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 14,949 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 19,731 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONDON BRIDGE CREEK, Facility Carried by Structure: SBL LYNNHAVEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22199, Location: 0.30POTTER RD2.60HOLLAD R (Lat: 36.831878, Lng: -76.067456), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1982, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 14,949 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 19,731 (year 2040), Design Load: HS 20+Mod, Features Intersected: LONDON BRIDGE CREEK, Facility Carried by Structure: SBL LYNNHAVEN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.9 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222, Location: 0.30S LYNHAVN1.02HOLLND R (Lat: 36.798919, Lng: -76.098989), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1989, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,306 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 20,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: SUNSET CANAL, Facility Carried by Structure: ROSEMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $506,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222, Location: 0.30S LYNHAVN1.02HOLLND R (Lat: 36.798919, Lng: -76.098989), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1989, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,306 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 20,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: SUNSET CANAL, Facility Carried by Structure: ROSEMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $506,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22201, Location: 0.50S LYNHAVN0.40HOLLND R (Lat: 36.799103, Lng: -76.093886), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,063 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: SUNSET CANAL, Facility Carried by Structure: W GREEN GARDEN CIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22201, Location: 0.50S LYNHAVN0.40HOLLND R (Lat: 36.799103, Lng: -76.093886), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,063 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: SUNSET CANAL, Facility Carried by Structure: W GREEN GARDEN CIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22202, Location: 0.50S LYNHAVN0.40HOLLND R (Lat: 36.798314, Lng: -76.090133), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,377 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: SUNSET CANAL, Facility Carried by Structure: E GREEN GARDEN CIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22202, Location: 0.50S LYNHAVN0.40HOLLND R (Lat: 36.798314, Lng: -76.090133), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,377 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: SUNSET CANAL, Facility Carried by Structure: E GREEN GARDEN CIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous