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

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Structure Number: 27528,  Location: 00.86FR50/00.33TO395 (Lat: 38.866003,  Lng: -77.073033),  Route carried "on" structure: US 27,  Year Built: 2013,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 36,856 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,598 (year 2040),  Design Load: HS 20,  Features Intersected: COLUMBIA PIKE,  Facility Carried by Structure: WASHINGTON BLVD.NB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 28579,  Location: 00.65FR237/00.98TO120 (Lat: 38.875142,  Lng: -77.083875),  Route carried "on" structure: US 50,  Year Built: 1944,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 52,258 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 66,308 (year 2040),  Design Load: HS 20,  Features Intersected: Washington Blvd.,  Facility Carried by Structure: ARLINGTON BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 135.257,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Superstructure: Good,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015)

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Structure Number: 29953,  Location: _ (Lat: 38.914558,  Lng: -77.143483),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,000 (year 2034),  Design Load: HS 20,  Features Intersected: Little Pimmit Run,  Facility Carried by Structure: DUMBARTON STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  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: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2017)

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Structure Number: 30143,  Location: 0.1MileEofLittleFallsCh (Lat: 38.888000,  Lng: -77.165300),  Route carried "on" structure: ServiceCity street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2034),  Design Load: HS 20,  Features Intersected: 4 mile run,  Facility Carried by Structure: FIRE DPT ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 30586,  Location: 00.01 FR27/ 01.06TO120 (Lat: 38.866286,  Lng: -77.073619),  Route carried "on" structure: State highway 244,  Year Built: 2015,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,855 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,440 (year 2040),  Design Load: HS 20,  Features Intersected: LONG BRANCH,  Facility Carried by Structure: COLUMBIA PIKE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 31131,  Location: T.R. BR OVER LITTLE RIVER (Lat: 38.892167,  Lng: -77.065889),  Route carried "on" structure: Interstate 66,  Year Built: 1964,  Status: Open,  Structure Length: 32.57m (106.86ft),  Average Daily Traffic: 96,880 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,550 (year 2030),  Design Load: HS 20,  Features Intersected: LITTLER RIVER & GWP PKWY
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 120.305,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.89m (107.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 31132,  Location: TR BR ON-RAMP FROM US 50 (Lat: 38.890944,  Lng: -77.065694),  Route carried "on" structure: Ramp Interstate 66,  Year Built: 1964,  Status: Open,  Structure Length: 22.49m (73.79ft),  Average Daily Traffic: 15,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2012),  Design Load: HS 20,  Features Intersected: LITTLE RVR; RAMP & GW PK,  Facility Carried by Structure: US 50 RAMP
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.49m (73.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $5,000,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $5,250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31133,  Location: TR BR OFF-RAMP TO US 50 (Lat: 38.890900,  Lng: -77.065700),  Route carried "on" structure: Ramp Interstate 66,  Year Built: 1964,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 40,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,000 (year 2012),  Design Load: HS 20,  Features Intersected: LITTLE RVR; RAMP & GW PK
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.07m (56.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $5,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31134,  Location: TR BR OFF-RAMP TO GW PKWY (Lat: 38.891900,  Lng: -77.065700),  Route carried "on" structure: Ramp Interstate 66,  Year Built: 1964,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 17,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2020),  Design Load: HS 20,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.05m (42.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $5,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31274,  Location: .01fr30thSt./.01toN.Beech (Lat: 38.911250,  Lng: -77.113417),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 8,300 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2030),  Design Load: HS 20,  Features Intersected: DONALDSON RUN,  Facility Carried by Structure: MILITARY RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 2110001P,  Location: 0.2 MILES FROM VA ROUTE 2 (Lat: 38.847556,  Lng: -77.047278),  Route carried "on" structure: Other road 901,  Year Built: 1941,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: H 20,  Features Intersected: ABINGDON DRIVE,  Facility Carried by Structure: SMITH BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2110003P,  Location: 0.2 MILES FROM AIRPORT TE (Lat: 38.856722,  Lng: -77.045056),  Route carried "on" structure: Other road 901,  Year Built: 1992,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP "R",  Facility Carried by Structure: RAMP "G"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110004P,  Location: AIRPORT TERMINAL (Lat: 38.851222,  Lng: -77.042250),  Route carried "on" structure: Ramp Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 60.20m (197.51ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP "N",  Facility Carried by Structure: RAMP "H"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 37,  Number Of Approach Spans: 8,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $848,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110005P,  Location: 0.4 MILES FROM AIRPORT TE (Lat: 38.857639,  Lng: -77.046111),  Route carried "on" structure: Ramp Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: HS 20,  Features Intersected: METRORAIL,  Facility Carried by Structure: RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110006P,  Location: 0.3 MILES FROM AIRPORT TE (Lat: 38.857556,  Lng: -77.045278),  Route carried "on" structure: Ramp Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP "G",  Facility Carried by Structure: RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110007P,  Location: 0.2 MILES FROM AIRPORT TE (Lat: 38.857139,  Lng: -77.045167),  Route carried "on" structure: Ramp Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP "R",  Facility Carried by Structure: RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110008P,  Location: 0.2 MILES FROM AIRPORT TE (Lat: 38.856917,  Lng: -77.044972),  Route carried "on" structure: Ramp Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,500 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP "R",  Facility Carried by Structure: RAMP "E"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2160001P,  Location: I-395 SOUTH TO VA ROUTE 1 (Lat: 38.868944,  Lng: -77.051722),  Route carried "on" structure: Business Federal lands road ,  Year Built: 1945,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 6,460 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,106 (year 2032),  Features Intersected: VA ROUTE 110,  Facility Carried by Structure: BUS AND TAXI ENTRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: Pentagon,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,155,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2160002P,  Location: I-395 SOUTH TO VA ROUTE 1 (Lat: 38.871611,  Lng: -77.052750),  Route carried "on" structure: Business Federal lands road ,  Year Built: 1945,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 6,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,120 (year 2032),  Features Intersected: VA ROUTE 110,  Facility Carried by Structure: PENTAGON RIVER ENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Pentagon,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2160005P,  Location: I-395 SOUTH TO VA ROUTE 1 (Lat: 38.868750,  Lng: -77.052694),  Route carried "on" structure: Business Federal lands road ,  Year Built: 1945,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,460 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,106 (year 2032),  Design Load: H 20,  Features Intersected: EADS STREET,  Facility Carried by Structure: BUS AND TAXI ENTRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: Pentagon,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 41.0m (134.5ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,130,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,695,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2160010P,  Location: I-395 SOUTH TO VA ROUTE 1 (Lat: 38.875472,  Lng: -77.053889),  Route carried "on" structure: Business Federal lands road ,  Year Built: 2004,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 6,000 (year 2012),  Average Future Daily Traffic: 7,200 (year 2032),  Features Intersected: VA ROUTE 110,  Facility Carried by Structure: PARKING LOT ENTRAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Pentagon,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.1m (95.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $218,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3300006P,  Location: 5.0 MILES FROM I-495. (Lat: 38.927722,  Lng: -77.117139),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,140 (year 2027),  Design Load: H 20,  Features Intersected: GLEBE ROAD & STREAM,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.854,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.58m (54.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3300007P,  Location: 5.4 MILES SOUTH OF I-495. (Lat: 38.924833,  Lng: -77.114250),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,140 (year 2027),  Design Load: H 20,  Features Intersected: GULF BRANCH,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.401,  Lanes on structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.92m (42.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3300008P,  Location: 5.8 MILES SOUTH OF I-495. (Lat: 38.919639,  Lng: -77.108056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 13.06m (42.85ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,140 (year 2027),  Design Load: H 20,  Features Intersected: DONALDSON RUN,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.189,  Lanes on structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.2m (161.4ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.08m (42.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3300009P,  Location: 7.1 MILES SOUTH OF I-495. (Lat: 38.905139,  Lng: -77.094056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,140 (year 2027),  Design Load: H 20,  Features Intersected: WINDY RUN,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.185,  Lanes on structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3300011P,  Location: 7.8 MILES SOUTH OF I-495. (Lat: 38.902278,  Lng: -77.082778),  Route carried "on" structure: Federal lands road 2,  Year Built: 1958,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 32,750 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,025 (year 2033),  Design Load: H 15,  Features Intersected: SPOUT RUN,  Facility Carried by Structure: GWMP (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.780,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 3300012P,  Location: 8.4 MILES SOUTH OF I-495. (Lat: 38.900444,  Lng: -77.073222),  Route carried "on" structure: Alternate Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 16,100 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,710 (year 2033),  Design Load: H 20,  Features Intersected: GWMP (SB),  Facility Carried by Structure: CONNECTOR RAMP TO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $600,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3300021P,  Location: 1.1 MILES SOUTH OF I-395. (Lat: 38.857278,  Lng: -77.046667),  Route carried "on" structure: Federal lands road 1,  Year Built: 1941,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 20,800 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,880 (year 2027),  Design Load: H 20,  Features Intersected: NORTH ENTRANCE TO NATION,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.731,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3300027P,  Location: 1.8 MILES SOUTH OF I-395. (Lat: 38.847056,  Lng: -77.048639),  Route carried "on" structure: Alternate Federal lands road 500,  Year Built: 1965,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,100 (year 2033),  Design Load: H 20,  Features Intersected: GWMP,  Facility Carried by Structure: SOUTH EXIT FROM NA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3300028P,  Location: 1.6 MILES SOUTH OF I-395. (Lat: 38.849278,  Lng: -77.047861),  Route carried "on" structure: Alternate Federal lands road 1,  Year Built: 1965,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 18,200 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,020 (year 2033),  Design Load: H 20,  Features Intersected: GWMP,  Facility Carried by Structure: VA ROUTE 233
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.455,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: National Park Service,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $165,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3300029P,  Location: 0.9 MILES EAST OF U.S. 29 (Lat: 38.901889,  Lng: -77.083167),  Route carried "on" structure: Ramp Federal lands road 5,  Year Built: 1949,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 11,400 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,540 (year 2033),  Design Load: H 15,  Features Intersected: SPOUT RUN,  Facility Carried by Structure: SPOUT RUN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $92,000 ( Estimate for 2021)

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Structure Number: 3300039P,  Location: 1.1 MILES WEST OF GWMP. (Lat: 38.899139,  Lng: -77.089861),  Route carried "on" structure: Ramp Federal lands road 4,  Year Built: 1947,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,100 (year 2033),  Design Load: H 20,  Features Intersected: SPOUT RUN,  Facility Carried by Structure: SPOUT RUN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,000,  Total Project Cost: $7,000 ( Estimate for 2021)

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Structure Number: 3300043P,  Location: 0.1 MILES SOUTH OF SPOUT (Lat: 38.901472,  Lng: -77.079861),  Route carried "on" structure: Federal lands road 1,  Year Built: 1993,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 56,300 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,930 (year 2033),  Design Load: HS 20,  Features Intersected: ABANDONED QUARRY,  Facility Carried by Structure: GWMP (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.698,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000 ( Estimate for 2021),  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: 3,  Location: 02.01FR.309/00.30TO123 (Lat: 38.925619,  Lng: -77.122389),  Route carried "under" structure: State highway 120,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,791 (year 2008),  Truck Traffic: 1%,  Features Intersected: RTE. 120 N. GLEBE ROAD,  Facility Carried by Structure: OLD GLEBE ROAD
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 5,  Location: 0010FR31ST/0005TO36TH (Lat: 38.836028,  Lng: -77.094922),  Route carried "under" structure: Interstate 395,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 1994),  Features Intersected: 395 & RMP D&F,  Facility Carried by Structure: 34TH ST(ABINGDON)
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5,  Location: 0010FR31ST/0005TO36TH (Lat: 38.836028,  Lng: -77.094922),  Route carried "under" structure: Ramp Interstate 395,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 1994),  Features Intersected: 395 & RMP D&F,  Facility Carried by Structure: 34TH ST(ABINGDON)
Minimum Vertical Clearance: 8.10m (26.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5,  Location: 0010FR31ST/0005TO36TH (Lat: 38.836028,  Lng: -77.094922),  Route carried "under" structure: Alternate Interstate 395,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 1994),  Features Intersected: 395 & RMP D&F,  Facility Carried by Structure: 34TH ST(ABINGDON)
Minimum Vertical Clearance: 8.31m (27.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5,  Location: 0010FR31ST/0005TO36TH (Lat: 38.836028,  Lng: -77.094922),  Route carried "under" structure: Interstate 395,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 1994),  Features Intersected: 395 & RMP D&F,  Facility Carried by Structure: 34TH ST(ABINGDON)
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5,  Location: 0010FR31ST/0005TO36TH (Lat: 38.836028,  Lng: -77.094922),  Route carried "under" structure: Ramp Interstate 395,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 1994),  Features Intersected: 395 & RMP D&F,  Facility Carried by Structure: 34TH ST(ABINGDON)
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 9,  Location: 00.18FR237/00.28TOMARSHA (Lat: 38.891608,  Lng: -77.071467),  Route carried "under" structure: US 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 54,544 (year 2008),  Features Intersected: RTE. 50 - ARLINGTON BLVD,  Facility Carried by Structure: MEADE ST & LYNN ST
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 137.907,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 9,  Location: 00.18FR237/00.28TOMARSHA (Lat: 38.891608,  Lng: -77.071467),  Route carried "under" structure: US 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 1994),  Features Intersected: RTE. 50 - ARLINGTON BLVD,  Facility Carried by Structure: MEADE ST & LYNN ST
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 9,  Location: 00.18FR237/00.28TOMARSHA (Lat: 38.891608,  Lng: -77.071467),  Route carried "under" structure: Ramp US 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 1994),  Features Intersected: RTE. 50 - ARLINGTON BLVD,  Facility Carried by Structure: MEADE ST & LYNN ST
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 11,  Location: 00.01FRF-699/00.03TO14TH (Lat: 38.889572,  Lng: -77.077836),  Route carried "under" structure: US 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 54,544 (year 2008),  Features Intersected: RTE. 50 (ARLINGTON BLVD),  Facility Carried by Structure: NORTH RHODES ST.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 137.151,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 11,  Location: 00.01FRF-699/00.03TO14TH (Lat: 38.889572,  Lng: -77.077836),  Route carried "under" structure: US 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 1993),  Features Intersected: RTE. 50 (ARLINGTON BLVD),  Facility Carried by Structure: NORTH RHODES ST.
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 11,  Location: 00.01FRF-699/00.03TO14TH (Lat: 38.889572,  Lng: -77.077836),  Route carried "under" structure: US 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 54,544 (year 2008),  Features Intersected: RTE. 50 (ARLINGTON BLVD),  Facility Carried by Structure: NORTH RHODES ST.
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 137.135,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 16,  Location: 0.75FR50 0.36TO120 (Lat: 38.874192,  Lng: -77.116689),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 1994),  Truck Traffic: 2%,  Features Intersected: GEORGE MASON DRIVE,  Facility Carried by Structure: CARLIN SPRINGS RD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)