Bridge Statistics for Triangle, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 66ft / 20.3mTotal length
- $661,000Total costs
- 203,034Total average daily traffic
- 14,601Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Triangle
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11990-1999
- 62000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 60.0%Good
- 20.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 2VA00GC, Location: 0.3M NORTH OF FULLER ROAD (Lat: 38.531469, Lng: -77.311189), Route carried "on" structure: Other road , Year Built: 1946, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 600 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2039), Features Intersected: LITTLE CREEK, Facility Carried by Structure: WINDSOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $30,000, Total Project Cost: $92,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2VA00GC, Location: 0.3M NORTH OF FULLER ROAD (Lat: 38.531469, Lng: -77.311189), Route carried "on" structure: Other road , Year Built: 1946, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 600 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2039), Features Intersected: LITTLE CREEK, Facility Carried by Structure: WINDSOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $30,000, Total Project Cost: $92,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26126, Location: 00.04FR619/00.12TO1108 (Lat: 38.545619, Lng: -77.335103), Route carried "on" structure: Alternate County highway 619, Year Built: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,524 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,134 (year 2040), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: FULLER HEIGHTS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 26126, Location: 00.04FR619/00.12TO1108 (Lat: 38.545619, Lng: -77.335103), Route carried "on" structure: Alternate County highway 619, Year Built: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,524 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,134 (year 2040), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: FULLER HEIGHTS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 26986, Location: 02.40FRRUSSEL/02.42TO234 (Lat: 38.549500, Lng: -77.343700), Route carried "on" structure: Interstate 95, Year Built: 2001, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 63,430 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 88,802 (year 2040), Design Load: HS 20, Features Intersected: JOPLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.653, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $79,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26986, Location: 02.40FRRUSSEL/02.42TO234 (Lat: 38.549500, Lng: -77.343700), Route carried "on" structure: Interstate 95, Year Built: 2001, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 63,430 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 88,802 (year 2040), Design Load: HS 20, Features Intersected: JOPLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.653, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $79,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26987, Location: 02.40 RUSS. / 02.42TO234 (Lat: 38.549200, Lng: -77.343100), Route carried "on" structure: Interstate 95, Year Built: 2001, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 81,815 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 114,541 (year 2040), Design Load: HS 20, Features Intersected: JOPLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.589, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26987, Location: 02.40 RUSS. / 02.42TO234 (Lat: 38.549200, Lng: -77.343100), Route carried "on" structure: Interstate 95, Year Built: 2001, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 81,815 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 114,541 (year 2040), Design Load: HS 20, Features Intersected: JOPLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.589, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29613, Location: 2.15fr234 00.03to619 (Lat: 38.546161, Lng: -77.336281), Route carried "on" structure: US 1, Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,169 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,037 (year 2040), Design Load: HS 20, Features Intersected: Little Creek, Facility Carried by Structure: Jefferson Davis Hw
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 29613, Location: 2.15fr234 00.03to619 (Lat: 38.546161, Lng: -77.336281), Route carried "on" structure: US 1, Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,169 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,037 (year 2040), Design Load: HS 20, Features Intersected: Little Creek, Facility Carried by Structure: Jefferson Davis Hw
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 29966, Location: 2.42FR.RusselRd2.42TO 234 (Lat: 38.549347, Lng: -77.343619), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 10,058 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,081 (year 2040), Design Load: HL 93, Features Intersected: JOPLIN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29966, Location: 2.42FR.RusselRd2.42TO 234 (Lat: 38.549347, Lng: -77.343619), Route carried "on" structure: Interstate 95, Year Built: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 10,058 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,081 (year 2040), Design Load: HL 93, Features Intersected: JOPLIN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 75.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31351, Location: 00.05fr619 00.08to 1 (Lat: 38.546675, Lng: -77.336961), Route carried "on" structure: Alternate County highway 730, Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 200 (year 2035), Design Load: HL 93, Features Intersected: Little Creek, Facility Carried by Structure: Inn Street
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 31351, Location: 00.05fr619 00.08to 1 (Lat: 38.546675, Lng: -77.336961), Route carried "on" structure: Alternate County highway 730, Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 200 (year 2035), Design Load: HL 93, Features Intersected: Little Creek, Facility Carried by Structure: Inn Street
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 3700001P, Location: I-95 to Exit 150 (VA Rout (Lat: 38.567139, Lng: -77.364394), Route carried "on" structure: Federal lands road 11, Year Built: 1940, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 552 (year 2040), Design Load: H 15, Features Intersected: SOUTH FORK QUANTICO CREE, Facility Carried by Structure: SCENIC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3700001P, Location: I-95 to Exit 150 (VA Rout (Lat: 38.567139, Lng: -77.364394), Route carried "on" structure: Federal lands road 11, Year Built: 1940, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 552 (year 2040), Design Load: H 15, Features Intersected: SOUTH FORK QUANTICO CREE, Facility Carried by Structure: SCENIC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26986, Location: 02.40FRRUSSEL/02.42TO234 (Lat: 38.549500, Lng: -77.343700), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 SBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 40.209, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 26986, Location: 02.40FRRUSSEL/02.42TO234 (Lat: 38.549500, Lng: -77.343700), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 SBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 40.209, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 26986, Location: 02.40FRRUSSEL/02.42TO234 (Lat: 38.549500, Lng: -77.343700), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 SBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 40.209, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 26986, Location: 02.40FRRUSSEL/02.42TO234 (Lat: 38.549500, Lng: -77.343700), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 SBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 40.209, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 26987, Location: 02.40 RUSS. / 02.42TO234 (Lat: 38.549200, Lng: -77.343100), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 NBL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 40.209, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 26987, Location: 02.40 RUSS. / 02.42TO234 (Lat: 38.549200, Lng: -77.343100), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 NBL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 40.209, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 26987, Location: 02.40 RUSS. / 02.42TO234 (Lat: 38.549200, Lng: -77.343100), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 NBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 40.209, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 26987, Location: 02.40 RUSS. / 02.42TO234 (Lat: 38.549200, Lng: -77.343100), Route carried "under" structure: County highway 619, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,982 (year 2008), Truck Traffic: 1%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE I95 NBL
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 40.209, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 29966, Location: 2.42FR.RusselRd2.42TO 234 (Lat: 38.549347, Lng: -77.343619), Route carried "under" structure: State highway 619, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2014), Truck Traffic: 2%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE 95 HOV-HOT
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 29966, Location: 2.42FR.RusselRd2.42TO 234 (Lat: 38.549347, Lng: -77.343619), Route carried "under" structure: State highway 619, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2014), Truck Traffic: 2%, Features Intersected: JOPLIN ROAD, Facility Carried by Structure: ROUTE 95 HOV-HOT
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 26.8m (87.9ft)