Bridge Statistics for McLean, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3846,  Location: 1.5 TO R611;2.1 END MAIN (Lat: 37.223306,  Lng: -82.216158),  Route carried "on" structure: County highway 608,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,244 (year 2015),  Average Future Daily Traffic: 1,682 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: R FORK GREEN BRIAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6169,  Location: 00.04FR F-268/00.45TO3930 (Lat: 38.959789,  Lng: -77.190564),  Route carried "on" structure: ServiceCounty highway F269,  Year Built: 1991,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 443 (year 2016),  Average Future Daily Traffic: 496 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I495 CAPITAL BELTWAY,  Facility Carried by Structure: LIVE OAK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $700,000 ( Estimate for 2015),  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: 62,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963808,  Lng: -77.183728),  Route carried "on" structure: Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 53,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 80,077 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE I-495,  Facility Carried by Structure: EB G.W.MEM.PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6202,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963600,  Lng: -77.182356),  Route carried "on" structure: Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 6,198 (year 2020),  Average Future Daily Traffic: 8,677 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE I495,  Facility Carried by Structure: WB G.W.MEM.PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6476,  Location: 00.35FR1933/00.10TO686 (Lat: 38.954731,  Lng: -77.194439),  Route carried "on" structure: State highway 193,  Year Built: 1962,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 8,341 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,175 (year 2040),  Design Load: HS 20,  Features Intersected: CAPITAL BELTWAY,  Facility Carried by Structure: GEORGETOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.970,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $376,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6495,  Location: 01.38FR123/00.96TO66 (Lat: 38.913036,  Lng: -77.188333),  Route carried "on" structure: State highway 267,  Year Built: 1983,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 28,639 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,575 (year 2040),  Design Load: HS 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: WB HIRST BRAULT EX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.366,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $59,000,  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: 6496,  Location: 01.38FR123/00.96TO66 (Lat: 38.913056,  Lng: -77.188767),  Route carried "on" structure: State highway 267,  Year Built: 1983,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 25,711 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,995 (year 2040),  Design Load: HS 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: EB HIRST BRAULT EX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $175,000,  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: 6497,  Location: 01.82FR66/00.52TO123 (Lat: 38.923736,  Lng: -77.196417),  Route carried "on" structure: State highway 267,  Year Built: 1983,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 28,639 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,575 (year 2040),  Design Load: HS 20,  Features Intersected: MAGARITY RD. (RTE. 650),  Facility Carried by Structure: WB HIRST BRAULT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.990,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000 ( Estimate for 2014),  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: 6499,  Location: 01.82FR66/00.52TO123 (Lat: 38.923575,  Lng: -77.196711),  Route carried "on" structure: State highway 267,  Year Built: 1983,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 25,711 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,995 (year 2040),  Design Load: HS 20,  Features Intersected: MAGARITY RD. (RTE.650),  Facility Carried by Structure: EB HIRST BRAULT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.202,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2014),  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: 6501,  Location: 02.12FR66/00.22TO123 (Lat: 38.927503,  Lng: -77.199706),  Route carried "on" structure: State highway 267,  Year Built: 1983,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 28,639 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,575 (year 2040),  Design Load: HS 20,  Features Intersected: CHAIN BRIDGE RD. RTE3547,  Facility Carried by Structure: HIRST BRAULT EXP.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.475,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $989,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,090,000 ( Estimate for 2014),  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: 6507,  Location: 00.46FR495/02.35TO66 (Lat: 38.929247,  Lng: -77.203442),  Route carried "on" structure: State highway 267,  Year Built: 1983,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 28,639 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,575 (year 2040),  Design Load: HS 20,  Features Intersected: DOLLEY MADISON/123,  Facility Carried by Structure: HIRST BRAULT EXP.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.063,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $53,000 ( Estimate for 2014),  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: 6509,  Location: 00.40FR495/02.25TO66 (Lat: 38.929089,  Lng: -77.203644),  Route carried "on" structure: Other road 267,  Year Built: 1983,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 15,109 (year 2020),  Average Future Daily Traffic: 16,620 (year 2040),  Design Load: HS 20,  Features Intersected: DOLLEY MADISON BLVD(123),  Facility Carried by Structure: DULLES A. RD.(WBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.570,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 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: 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: March 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $11,000 ( Estimate for 2014),  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: 6583,  Location: 01.86FR123/00.73TO193 (Lat: 38.946261,  Lng: -77.202053),  Route carried "on" structure: Interstate 495,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 128,074 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 139,586 (year 2040),  Design Load: HS 20,  Features Intersected: SCOTTS RUN,  Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.257,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $150,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6609,  Location: 01.09FR123/01.50TO193 (Lat: 38.936103,  Lng: -77.207683),  Route carried "on" structure: Interstate 495,  Year Built: 1963,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 65,476 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,666 (year 2040),  Design Load: HS 20,  Features Intersected: SCOTTS RUN,  Facility Carried by Structure: NB-CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.034,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: 6616,  Location: 00.85FR123/01.74TO193 (Lat: 38.933153,  Lng: -77.212053),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 86,083 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,920 (year 2040),  Design Load: HS 20,  Features Intersected: WBL RTE 267 & RMP NW,  Facility Carried by Structure: CAPITAL BELTWAY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.664,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,150,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6622,  Location: 00.83FR123/01.76TO193 (Lat: 38.932669,  Lng: -77.209550),  Route carried "on" structure: Interstate 495,  Year Built: 1961,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 65,476 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,666 (year 2040),  Design Load: HS 20,  Features Intersected: WB DULLES TOLL RT 267,  Facility Carried by Structure: CAPTL.BLTWY.INR.LP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.600,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6634,  Location: 1.25 FR193VA&2.14 TO190MD (Lat: 38.967283,  Lng: -77.179686),  Route carried "on" structure: Interstate 495,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 43.98m (144.29ft),  Average Daily Traffic: 232,860 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 281,408 (year 2040),  Design Load: HS 20,  Features Intersected: POTOMAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.475,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 40.9m (134.2ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.98m (144.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $11,905,000,  Roadway Improvement Cost: $1,190,000,  Total Project Cost: $13,096,000,  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: 6843,  Location: 00.41FR.5001/00.15TO193 (Lat: 38.956664,  Lng: -77.205431),  Route carried "on" structure: County highway 685,  Year Built: 1960,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,996 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,594 (year 2040),  Design Load: HS 20,  Features Intersected: SCOTTS RUN,  Facility Carried by Structure: SWINKS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $121,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6845,  Location: 00.05FR1956/00.15TO2846 (Lat: 38.922983,  Lng: -77.144744),  Route carried "on" structure: County highway 689,  Year Built: 1969,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,749 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,049 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE PIMMIT RUN,  Facility Carried by Structure: CHESTERBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $100,000

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Structure Number: 6846,  Location: 00.08FR1809/00.22TO3442 (Lat: 38.925081,  Lng: -77.172822),  Route carried "on" structure: County highway 690,  Year Built: 1978,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 1,656 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,822 (year 2040),  Design Load: HS 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: OLD CHESTERBROOK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Galvanized Reinforcing

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Structure Number: 6848,  Location: 00.05FR2672/00.02TO2835 (Lat: 38.915411,  Lng: -77.177622),  Route carried "on" structure: County highway 693,  Year Built: 1971,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 8,414 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,347 (year 2040),  Design Load: HS 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: WESTMORELAND ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.304,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: 685,  Location: 00.08FR2672/00.20TO695 (Lat: 38.911483,  Lng: -77.184467),  Route carried "on" structure: County highway 694,  Year Built: 1980,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,530 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,948 (year 2040),  Design Load: HS 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: GREAT FALLS ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.238,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  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 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $6,000 ( Estimate for 2015)

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Structure Number: 6853,  Location: 00.05FR7542/00.05TO1752 (Lat: 38.898736,  Lng: -77.178450),  Route carried "on" structure: County highway 694,  Year Built: 1981,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 6,599 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,239 (year 2040),  Design Load: HS 20,  Features Intersected: I-66 & METRO,  Facility Carried by Structure: GREAT FALLS ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,059,000,  Roadway Improvement Cost: $406,000,  Total Project Cost: $4,466,000 ( Estimate for 2015),  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: 6855,  Location: 00.10FR690/00.20TO689 (Lat: 38.921386,  Lng: -77.153625),  Route carried "on" structure: County highway 695,  Year Built: 1981,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 6,581 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,213 (year 2040),  Design Load: HS 20,  Features Intersected: OLD DOMINION DRIVE,  Facility Carried by Structure: KIRBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.300,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $150,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6857,  Location: 00.35FR123/00.05TO5739 (Lat: 38.936211,  Lng: -77.139300),  Route carried "on" structure: County highway 695,  Year Built: 1977,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,486 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,280 (year 2040),  Design Load: HS 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: KIRBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $150,000 ( Estimate for 2032),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 6862,  Location: 00.35FR.3958/00.18TO694 (Lat: 38.909497,  Lng: -77.186475),  Route carried "on" structure: County highway 695,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,971 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,759 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF PIMMIT RUN,  Facility Carried by Structure: IDYLWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.599,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.49m (54.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $125,000

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Structure Number: 6863,  Location: 00.10FR.3958/00.20TO694 (Lat: 38.909350,  Lng: -77.187433),  Route carried "on" structure: County highway 695,  Year Built: 1983,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 6,971 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,759 (year 2040),  Design Load: HS 20,  Features Intersected: DAR EXT & METRO,  Facility Carried by Structure: IDYLWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $200,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6872,  Location: 00.05FR2318/00.05TO7541 (Lat: 38.899578,  Lng: -77.184131),  Route carried "on" structure: County highway 703,  Year Built: 1982,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 8,589 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,754 (year 2040),  Design Load: HS 20,  Features Intersected: I-66 & METRO,  Facility Carried by Structure: HAYCOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.602,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $500,000 ( Estimate for 2015),  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: 6882,  Location: 00.15FR639/00.20TO1199 (Lat: 38.974750,  Lng: -77.254567),  Route carried "on" structure: County highway 738,  Year Built: 1979,  Status: Open,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 4,360 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,982 (year 2040),  Design Load: HS 20,  Features Intersected: DIFFICULT RUN,  Facility Carried by Structure: OLD DOMINION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.256,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.23m (46.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $210,000,  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: 6885,  Location: 00.55FR685/00.50TO686 (Lat: 38.945675,  Lng: -77.203042),  Route carried "on" structure: County highway 738,  Year Built: 1962,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 5,527 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,641 (year 2040),  Design Load: HS 20,  Features Intersected: I-495 & SCOTTS RUN,  Facility Carried by Structure: OLD DOMINION DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.162,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 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 corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.53m (41.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $235,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6887,  Location: 00.01FR739/00.06TO1926 (Lat: 38.938053,  Lng: -77.189019),  Route carried "on" structure: County highway 738,  Year Built: 1960,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 7,272 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,181 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF DEAD RUN,  Facility Carried by Structure: OLD DOMINION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.742,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.62m (41.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $150,000

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Structure Number: 24862,  Location: 00.01FR2821/00.23TO693 (Lat: 38.911997,  Lng: -77.169164),  Route carried "on" structure: County highway 695,  Year Built: 1974,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,734 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,228 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. OF PIMMIT RUN,  Facility Carried by Structure: KIRBY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.546,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $55,000 ( Estimate for 2015)

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Structure Number: 28007,  Location: 00.02FR0193/00.20TODEAD (Lat: 38.960939,  Lng: -77.222039),  Route carried "on" structure: County highway 10440,  Year Built: 2005,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 200 (year 2010),  Average Future Daily Traffic: 500 (year 2031),  Design Load: HS 20,  Features Intersected: Trib. of Bullneck Run,  Facility Carried by Structure: Georgetown Ridge C
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  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: 7.3m (24.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 75.3 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $110,000

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Structure Number: 28661,  Location: 0.06FR1198 & 0.05TO0859 (Lat: 38.935719,  Lng: -77.207489),  Route carried "on" structure: County highway 694,  Year Built: 2011,  Status: Open,  Structure Length: 14.13m (46.36ft),  Average Daily Traffic: 12,630 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,682 (year 2040),  Design Load: HS 20,  Features Intersected: I495; RAMPS & SCOTTS RUN,  Facility Carried by Structure: LEWINSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 71.9m (235.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $120,000,  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: 28689,  Location: 3.26 NORTH OF I-66 (Lat: 38.932000,  Lng: -77.211300),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 2012,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 8,198 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,477 (year 2040),  Design Load: HS 20,  Features Intersected: DTR-DAAR- future Metro,  Facility Carried by Structure: SBH & JBNEW
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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: 55.3 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: 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: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  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: 2869,  Location: 0.0FR & 0.0TO (Lat: 38.932606,  Lng: -77.211658),  Route carried "on" structure: Interstate 495,  Year Built: 2012,  Status: Open,  Structure Length: 20.51m (67.29ft),  Average Daily Traffic: 65,476 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,666 (year 2040),  Design Load: HS 20,  Features Intersected: EXIT RAMP DSW & DTR WB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  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: 28691,  Location: 0.93 fr 7 & 1.60 to 193 (Lat: 38.932664,  Lng: -77.210797),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 2012,  Status: Open,  Structure Length: 18.04m (59.19ft),  Average Daily Traffic: 8,198 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,477 (year 2040),  Design Load: HS 20,  Features Intersected: EXIST RAMP DSW; DTRWB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  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: 28692,  Location: 0.95 fr 193 0.30 to 267 (Lat: 38.932772,  Lng: -77.210992),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 2012,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 23,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,000 (year 2034),  Design Load: HS 20,  Features Intersected: DTRWB & RMP DSW,  Facility Carried by Structure: RAMP DARNW
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 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: 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: July 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing