Bridge Statistics for Suffolk, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 173Number of bridges
- 3,455ft / 1,053mTotal length
- $12,205,000Total costs
- 1,764,133Total average daily traffic
- 103,996Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Suffolk
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 41930-1939
- 41940-1949
- 81950-1959
- 191960-1969
- 511970-1979
- 141980-1989
- 371990-1999
- 232000-2009
- 82010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 4.6%Excellent
- 27.8%Very good
- 42.6%Good
- 23.1%Satisfactory
- 1.9%Fair
- 0.9%Poor
- Bridge Condition - Superstructure
- 8.3%Excellent
- 23.1%Very good
- 31.5%Good
- 28.7%Satisfactory
- 6.5%Fair
- 1.9%Poor
- 0.9%Serious
- Bridge Condition - Substructure
- 6.5%Very good
- 23.1%Good
- 39.8%Satisfactory
- 28.7%Fair
- 1.9%Poor
- Bridge Condition - Channel
- 10.5%Very good
- 26.7%Good
- 31.4%Satisfactory
- 27.9%Fair
- 3.5%Poor
- Bridge Condition - Culverts
- 23.1%Good
- 46.2%Satisfactory
- 26.9%Fair
- 3.8%Poor
Find on map >> Show street view
Structure Number: 10381, Location: 0.54 Miles from Route 637 (Lat: 36.871175, Lng: -76.669144), Route carried "on" structure: County highway 600, Year Built: 1967, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2040), Features Intersected: Great Swamp, Facility Carried by Structure: Woodland Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.490, Lanes on structure: 2, Owner: State 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: 10.9m (35.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $6,000, Total Project Cost: $93,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10381, Location: 0.54 Miles from Route 637 (Lat: 36.871175, Lng: -76.669144), Route carried "on" structure: County highway 600, Year Built: 1967, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2040), Features Intersected: Great Swamp, Facility Carried by Structure: Woodland Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.490, Lanes on structure: 2, Owner: State 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: 10.9m (35.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $6,000, Total Project Cost: $93,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 10382, Location: 0.70 Miles from Route 600 (Lat: 36.879825, Lng: -76.609056), Route carried "on" structure: County highway 602, Year Built: 1951, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 437 (year 2040), Features Intersected: Chuckatuck Creek, Facility Carried by Structure: Longview Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2022, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $139,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10382, Location: 0.70 Miles from Route 600 (Lat: 36.879825, Lng: -76.609056), Route carried "on" structure: County highway 602, Year Built: 1951, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 437 (year 2040), Features Intersected: Chuckatuck Creek, Facility Carried by Structure: Longview Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2022, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $139,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10389, Location: 0.85 Miles from Route 632 (Lat: 36.744642, Lng: -76.805094), Route carried "on" structure: County highway 612, Year Built: 1954, Year Reconstructed: 2019, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 437 (year 2017), Average Future Daily Traffic: 638 (year 2040), Design Load: HL 93, Features Intersected: Corrowaugh Swamp, Facility Carried by Structure: Freeman Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber
Structure Number: 10389, Location: 0.85 Miles from Route 632 (Lat: 36.744642, Lng: -76.805094), Route carried "on" structure: County highway 612, Year Built: 1954, Year Reconstructed: 2019, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 437 (year 2017), Average Future Daily Traffic: 638 (year 2040), Design Load: HL 93, Features Intersected: Corrowaugh Swamp, Facility Carried by Structure: Freeman Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber
Find on map >> Show street view
Structure Number: 10442, Location: 1.15 Miles from Route 606 (Lat: 36.807986, Lng: -76.683411), Route carried "on" structure: County highway 690, Year Built: 1961, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 286 (year 2017), Average Future Daily Traffic: 409 (year 2040), Features Intersected: Ennis Pond, Facility Carried by Structure: Ennis Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.872, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $116,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10442, Location: 1.15 Miles from Route 606 (Lat: 36.807986, Lng: -76.683411), Route carried "on" structure: County highway 690, Year Built: 1961, Status: Posted for load, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 286 (year 2017), Average Future Daily Traffic: 409 (year 2040), Features Intersected: Ennis Pond, Facility Carried by Structure: Ennis Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.872, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $116,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 17756, Location: 2.00 mi to N C State Line (Lat: 36.565989, Lng: -76.946631), Route carried "on" structure: US 258, Year Built: 1960, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 5,633 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,196 (year 2040), Design Load: HS 20+Mod, Features Intersected: Nottoway River, Facility Carried by Structure: Smiths Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 23.8m (78.1ft), 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.91m (85.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $2,575,000, Roadway Improvement Cost: $70,000, Total Project Cost: $3,605,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Other
Structure Number: 17756, Location: 2.00 mi to N C State Line (Lat: 36.565989, Lng: -76.946631), Route carried "on" structure: US 258, Year Built: 1960, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 5,633 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,196 (year 2040), Design Load: HS 20+Mod, Features Intersected: Nottoway River, Facility Carried by Structure: Smiths Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 23.8m (78.1ft), 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.91m (85.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $2,575,000, Roadway Improvement Cost: $70,000, Total Project Cost: $3,605,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Other
Find on map >> Show street view
Structure Number: 21996, Location: 0.50 Mi Fr Int Rte 135 (Lat: 36.897169, Lng: -76.425892), Route carried "on" structure: County highway 810, Year Built: 1988, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 180 (year 2005), Average Future Daily Traffic: 212 (year 2040), Design Load: HS 20+Mod, Features Intersected: IS 664, Facility Carried by Structure: Armstead Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21996, Location: 0.50 Mi Fr Int Rte 135 (Lat: 36.897169, Lng: -76.425892), Route carried "on" structure: County highway 810, Year Built: 1988, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 180 (year 2005), Average Future Daily Traffic: 212 (year 2040), Design Load: HS 20+Mod, Features Intersected: IS 664, Facility Carried by Structure: Armstead Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 21998, Location: 0.45 TO 337 /0.42ECL SUF. (Lat: 36.733711, Lng: -76.577472), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 6,386 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,025 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS; SBD & CNW RAILWAY, Facility Carried by Structure: PINNER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21998, Location: 0.45 TO 337 /0.42ECL SUF. (Lat: 36.733711, Lng: -76.577472), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 6,386 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,025 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS; SBD & CNW RAILWAY, Facility Carried by Structure: PINNER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22001, Location: 3.46 MI.FR.INT.RTE. 460 (Lat: 36.806181, Lng: -76.575836), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 24.38m (79.99ft), Average Daily Traffic: 10,377 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,323 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST.BR.NANSEMOND RIVER, Facility Carried by Structure: GODWIN BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.415, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22001, Location: 3.46 MI.FR.INT.RTE. 460 (Lat: 36.806181, Lng: -76.575836), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 24.38m (79.99ft), Average Daily Traffic: 10,377 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,323 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST.BR.NANSEMOND RIVER, Facility Carried by Structure: GODWIN BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.415, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22002, Location: 0.20MI.FR.INT.RTE:58BUS. (Lat: 36.739003, Lng: -76.582953), Route carried "on" structure: State highway 10, Year Built: 1935, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 24,861 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 24,916 (year 2040), Design Load: HS 20+Mod, Features Intersected: NANSEMOND RIVER, Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $10,000, Total Project Cost: $1,435,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22002, Location: 0.20MI.FR.INT.RTE:58BUS. (Lat: 36.739003, Lng: -76.582953), Route carried "on" structure: State highway 10, Year Built: 1935, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 24,861 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 24,916 (year 2040), Design Load: HS 20+Mod, Features Intersected: NANSEMOND RIVER, Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $10,000, Total Project Cost: $1,435,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22004, Location: 0.80 MI.FR.INT.RTE. 460 (Lat: 36.767333, Lng: -76.585664), Route carried "on" structure: State highway 10, Year Built: 1973, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 17,376 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 24,326 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 58 & 460 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.113, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22004, Location: 0.80 MI.FR.INT.RTE. 460 (Lat: 36.767333, Lng: -76.585664), Route carried "on" structure: State highway 10, Year Built: 1973, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 17,376 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 24,326 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 58 & 460 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.113, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22008, Location: 0.29 TO 616 / 0.37 TO 672 (Lat: 36.585428, Lng: -76.688764), Route carried "on" structure: US 13, Year Built: 1945, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,041 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,545 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPIVEY SWAMP, Facility Carried by Structure: WHALEYVILLE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.174, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $6,000, Total Project Cost: $90,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22008, Location: 0.29 TO 616 / 0.37 TO 672 (Lat: 36.585428, Lng: -76.688764), Route carried "on" structure: US 13, Year Built: 1945, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,041 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,545 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPIVEY SWAMP, Facility Carried by Structure: WHALEYVILLE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.174, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $6,000, Total Project Cost: $90,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22012, Location: 1.42 MI.FR.RTE. 10 & 32 (Lat: 36.740533, Lng: -76.558269), Route carried "on" structure: US 13, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,369 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,917 (year 2040), Design Load: H 20, Features Intersected: Shingle Creek, Facility Carried by Structure: Portsmouth Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.096, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $15,000, Total Project Cost: $192,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22012, Location: 1.42 MI.FR.RTE. 10 & 32 (Lat: 36.740533, Lng: -76.558269), Route carried "on" structure: US 13, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,369 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,917 (year 2040), Design Load: H 20, Features Intersected: Shingle Creek, Facility Carried by Structure: Portsmouth Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.096, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $15,000, Total Project Cost: $192,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22016, Location: 0.40 MI.FR.RTE.58 & 460 (Lat: 36.773317, Lng: -76.603233), Route carried "on" structure: US 13, Year Built: 1973, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 10,724 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,015 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 58 & 460 BYPASS
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 10.410, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 22016, Location: 0.40 MI.FR.RTE.58 & 460 (Lat: 36.773317, Lng: -76.603233), Route carried "on" structure: US 13, Year Built: 1973, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 10,724 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,015 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 58 & 460 BYPASS
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 10.410, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 22018, Location: 0.10 TO 337 /0.23 TO 32 (Lat: 36.725639, Lng: -76.585450), Route carried "on" structure: Business US 13, Year Built: 1978, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 9,378 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,316 (year 2040), Design Load: HS 20+Mod, Features Intersected: HALL AV;N&W RR & POPL ST, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.792, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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: Monolithic Concrete
Structure Number: 22018, Location: 0.10 TO 337 /0.23 TO 32 (Lat: 36.725639, Lng: -76.585450), Route carried "on" structure: Business US 13, Year Built: 1978, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 9,378 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,316 (year 2040), Design Load: HS 20+Mod, Features Intersected: HALL AV;N&W RR & POPL ST, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.792, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22023, Location: 3.29MI.FR.WCL CHESAPEAKE (Lat: 36.863128, Lng: -76.477694), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 12,898 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,057 (year 2040), Design Load: HS 20+Mod, Features Intersected: BENNETT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22023, Location: 3.29MI.FR.WCL CHESAPEAKE (Lat: 36.863128, Lng: -76.477694), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 12,898 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,057 (year 2040), Design Load: HS 20+Mod, Features Intersected: BENNETT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22024, Location: 2.36 MI.FR. ISLE OF WIGHT (Lat: 36.887067, Lng: -76.492564), Route carried "on" structure: State highway 17, Year Built: 1981, Status: Open, Structure Length: 125.03m (410.20ft), Average Daily Traffic: 18,471 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: NANSEMOND RIVER, Facility Carried by Structure: BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22024, Location: 2.36 MI.FR. ISLE OF WIGHT (Lat: 36.887067, Lng: -76.492564), Route carried "on" structure: State highway 17, Year Built: 1981, Status: Open, Structure Length: 125.03m (410.20ft), Average Daily Traffic: 18,471 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: NANSEMOND RIVER, Facility Carried by Structure: BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22025, Location: 3.29MI.FR.WCL CHESAPEAKE (Lat: 36.862961, Lng: -76.477725), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 12,898 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,057 (year 2040), Design Load: HS 20+Mod, Features Intersected: BENNETT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22025, Location: 3.29MI.FR.WCL CHESAPEAKE (Lat: 36.862961, Lng: -76.477725), Route carried "on" structure: US 17, Year Built: 1969, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 12,898 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,057 (year 2040), Design Load: HS 20+Mod, Features Intersected: BENNETT'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22026, Location: 2.45 Miles to Route 258 (Lat: 36.911525, Lng: -76.500617), Route carried "on" structure: US 17, Year Built: 1988, Status: Open, Structure Length: 77.33m (253.71ft), Average Daily Traffic: 13,991 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,182 (year 2040), Design Load: HS 20+Mod, Features Intersected: Chuckatuck Creek, Facility Carried by Structure: Carrollton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 32, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22026, Location: 2.45 Miles to Route 258 (Lat: 36.911525, Lng: -76.500617), Route carried "on" structure: US 17, Year Built: 1988, Status: Open, Structure Length: 77.33m (253.71ft), Average Daily Traffic: 13,991 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,182 (year 2040), Design Load: HS 20+Mod, Features Intersected: Chuckatuck Creek, Facility Carried by Structure: Carrollton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.165, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 32, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22027, Location: 5.26 MI.FR.N.C.STATE LINE (Lat: 36.623269, Lng: -76.601558), Route carried "on" structure: State highway 32, Year Built: 1924, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,907 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,605 (year 2040), Design Load: HS 20+Mod, Features Intersected: CYPRESS SWAMP, Facility Carried by Structure: CAROLINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $21,000, Total Project Cost: $315,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22027, Location: 5.26 MI.FR.N.C.STATE LINE (Lat: 36.623269, Lng: -76.601558), Route carried "on" structure: State highway 32, Year Built: 1924, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,907 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,605 (year 2040), Design Load: HS 20+Mod, Features Intersected: CYPRESS SWAMP, Facility Carried by Structure: CAROLINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $21,000, Total Project Cost: $315,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22029, Location: 0.00 MI.FR.SOUTHAMPTON CO (Lat: 36.640158, Lng: -76.896631), Route carried "on" structure: Bypass US 58, Year Built: 1981, Status: Open, Structure Length: 34.81m (114.21ft), Average Daily Traffic: 8,467 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,854 (year 2040), Design Load: HS 20+Mod, Features Intersected: Blackwater River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 720.333, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 24.4m (80.1ft)), 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: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 81.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22029, Location: 0.00 MI.FR.SOUTHAMPTON CO (Lat: 36.640158, Lng: -76.896631), Route carried "on" structure: Bypass US 58, Year Built: 1981, Status: Open, Structure Length: 34.81m (114.21ft), Average Daily Traffic: 8,467 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 11,854 (year 2040), Design Load: HS 20+Mod, Features Intersected: Blackwater River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 720.333, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 24.4m (80.1ft)), 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: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 81.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2203, Location: 0.26 MI.FR.INT.RTE. 337 (Lat: 36.731008, Lng: -76.604294), Route carried "on" structure: Business US 58, Year Built: 1942, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 7,725 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,498 (year 2040), Design Load: HS 20, Features Intersected: Lake Meade, Facility Carried by Structure: Holland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $221,000, Total Project Cost: $296,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2203, Location: 0.26 MI.FR.INT.RTE. 337 (Lat: 36.731008, Lng: -76.604294), Route carried "on" structure: Business US 58, Year Built: 1942, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 7,725 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,498 (year 2040), Design Load: HS 20, Features Intersected: Lake Meade, Facility Carried by Structure: Holland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $221,000, Total Project Cost: $296,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22032, Location: 0.83MI.FR.INT.RTE:58 BUS. (Lat: 36.720931, Lng: -76.645089), Route carried "on" structure: US 58, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 29,355 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 41,097 (year 2040), Design Load: HS 20+Mod, Features Intersected: Lake Kilby, Facility Carried by Structure: Holland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 745.273, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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 Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $75,000
Structure Number: 22032, Location: 0.83MI.FR.INT.RTE:58 BUS. (Lat: 36.720931, Lng: -76.645089), Route carried "on" structure: US 58, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 29,355 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 41,097 (year 2040), Design Load: HS 20+Mod, Features Intersected: Lake Kilby, Facility Carried by Structure: Holland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 745.273, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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 Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $75,000
Find on map >> Show street view
Structure Number: 22034, Location: 7.85 MI.FR.INT.RTE. 272 (Lat: 36.695189, Lng: -76.726200), Route carried "on" structure: US 58, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,849 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,189 (year 2040), Design Load: HS 20, Features Intersected: QUAKER SWAMP, Facility Carried by Structure: HOLLAND ROAD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 737.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22034, Location: 7.85 MI.FR.INT.RTE. 272 (Lat: 36.695189, Lng: -76.726200), Route carried "on" structure: US 58, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,849 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 15,189 (year 2040), Design Load: HS 20, Features Intersected: QUAKER SWAMP, Facility Carried by Structure: HOLLAND ROAD EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 737.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22037, Location: 1.41 MI.FR.WCL HOLLAND (Lat: 36.698178, Lng: -76.803036), Route carried "on" structure: Business US 58, Year Built: 1923, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,817 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,999 (year 2040), Design Load: HS 20+Mod, Features Intersected: KINGSALE SWAMP, Facility Carried by Structure: RURITAN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.786, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22037, Location: 1.41 MI.FR.WCL HOLLAND (Lat: 36.698178, Lng: -76.803036), Route carried "on" structure: Business US 58, Year Built: 1923, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,817 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,999 (year 2040), Design Load: HS 20+Mod, Features Intersected: KINGSALE SWAMP, Facility Carried by Structure: RURITAN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.786, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22039, Location: 1.48 MI.FR.INT.RTE. 10 (Lat: 36.764697, Lng: -76.563183), Route carried "on" structure: Bypass US 13, Year Built: 1972, Status: Open, Structure Length: 34.08m (111.81ft), Average Daily Traffic: 27,604 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,646 (year 2040), Design Load: HS 20+Mod, Features Intersected: Nansemond River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 755.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 22039, Location: 1.48 MI.FR.INT.RTE. 10 (Lat: 36.764697, Lng: -76.563183), Route carried "on" structure: Bypass US 13, Year Built: 1972, Status: Open, Structure Length: 34.08m (111.81ft), Average Daily Traffic: 27,604 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,646 (year 2040), Design Load: HS 20+Mod, Features Intersected: Nansemond River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 755.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 48.5m (159.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 2204, Location: 0.39 TO 642 / 1.48 TO 10 (Lat: 36.764969, Lng: -76.563200), Route carried "on" structure: Bypass US 13, Year Built: 1972, Status: Open, Structure Length: 32.10m (105.31ft), Average Daily Traffic: 27,604 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,646 (year 2040), Design Load: HS 20+Mod, Features Intersected: Nansemond River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 755.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 2204, Location: 0.39 TO 642 / 1.48 TO 10 (Lat: 36.764969, Lng: -76.563200), Route carried "on" structure: Bypass US 13, Year Built: 1972, Status: Open, Structure Length: 32.10m (105.31ft), Average Daily Traffic: 27,604 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 38,646 (year 2040), Design Load: HS 20+Mod, Features Intersected: Nansemond River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 755.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22043, Location: 3.0 MI.FR.INT.RTE. 10 (Lat: 36.761139, Lng: -76.535458), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 337 NANSEMOND PKW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 758.499, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22043, Location: 3.0 MI.FR.INT.RTE. 10 (Lat: 36.761139, Lng: -76.535458), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 337 NANSEMOND PKW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 758.499, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22045, Location: 1.28 MI.FR.INT.RTE.13 WBL (Lat: 36.761375, Lng: -76.535233), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 337 NANSEMOND PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 758.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22045, Location: 1.28 MI.FR.INT.RTE.13 WBL (Lat: 36.761375, Lng: -76.535233), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 337 NANSEMOND PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 758.483, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22047, Location: 2.00 MI.FR.INT.RTE.10 S. (Lat: 36.765369, Lng: -76.550683), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.825, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22047, Location: 2.00 MI.FR.INT.RTE.10 S. (Lat: 36.765369, Lng: -76.550683), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.825, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22048, Location: 1.98 MI.FR.INT.RTE. 10 (Lat: 36.765075, Lng: -76.550925), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22048, Location: 1.98 MI.FR.INT.RTE. 10 (Lat: 36.765075, Lng: -76.550925), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22049, Location: 1.84 MI.FR.INT.RTE. 10 (Lat: 36.764867, Lng: -76.553692), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILROY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.552, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22049, Location: 1.84 MI.FR.INT.RTE. 10 (Lat: 36.764867, Lng: -76.553692), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILROY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.552, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 64.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22051, Location: 1.84 MI.TO.INT.RTE.10 (Lat: 36.765156, Lng: -76.553389), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILROY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.584, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22051, Location: 1.84 MI.TO.INT.RTE.10 (Lat: 36.765156, Lng: -76.553389), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 23,391 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 32,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: WILROY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 756.584, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22053, Location: 1.61 MI.FR.INT.RTE. 604 (Lat: 36.766897, Lng: -76.603608), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 19,784 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 27,699 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 460 (PRUDEN BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 751.886, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22053, Location: 1.61 MI.FR.INT.RTE. 604 (Lat: 36.766897, Lng: -76.603608), Route carried "on" structure: Bypass US 13, Year Built: 1973, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 19,784 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 27,699 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 460 (PRUDEN BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 751.886, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22055, Location: 0.62 MI.FR.INT.RTE.58 BUS (Lat: 36.732208, Lng: -76.626744), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,622 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 639 LAKE COHOON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 747.429, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 70.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22055, Location: 0.62 MI.FR.INT.RTE.58 BUS (Lat: 36.732208, Lng: -76.626744), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,622 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 639 LAKE COHOON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 747.429, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 70.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22057, Location: 1.16 MI.FR.INT.RTE. 604 (Lat: 36.732358, Lng: -76.626983), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,622 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 639 LAKE COHOON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 747.429, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 70.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22057, Location: 1.16 MI.FR.INT.RTE. 604 (Lat: 36.732358, Lng: -76.626983), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,622 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE. 639 LAKE COHOON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 747.429, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 70.6 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22059, Location: 0.90 MI.FR.INT.RTE. 460 (Lat: 36.755064, Lng: -76.610314), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 19,784 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 27,699 (year 2040), Design Load: HS 20+Mod, Features Intersected: Lake Meade
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 750.405, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22059, Location: 0.90 MI.FR.INT.RTE. 460 (Lat: 36.755064, Lng: -76.610314), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 19,784 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 27,699 (year 2040), Design Load: HS 20+Mod, Features Intersected: Lake Meade
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 750.405, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 2206, Location: 0.90 MI.FR.INT.RTE. 460 (Lat: 36.755078, Lng: -76.610653), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 19,784 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 27,699 (year 2040), Design Load: HS 20+Mod, Features Intersected: Lake Meade
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 750.405, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 2206, Location: 0.90 MI.FR.INT.RTE. 460 (Lat: 36.755078, Lng: -76.610653), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 19,784 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 27,699 (year 2040), Design Load: HS 20+Mod, Features Intersected: Lake Meade
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 750.405, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 18.2m (59.7ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 22061, Location: 0.45 MI.FR.INT.RTE.58 BUS (Lat: 36.730025, Lng: -76.628919), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 15.15m (49.70ft), Average Daily Traffic: 18,622 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 747.107, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 22061, Location: 0.45 MI.FR.INT.RTE.58 BUS (Lat: 36.730025, Lng: -76.628919), Route carried "on" structure: Bypass US 13, Year Built: 1974, Status: Open, Structure Length: 15.15m (49.70ft), Average Daily Traffic: 18,622 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,071 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 747.107, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy