Bridge Statistics for Oxon Hill, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 16309,  Location: 1.5 MILE SOUTH OF I-495 (Lat: 0.000106,  Lng: -0.000019),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 6,525 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,250 (year 2035),  Features Intersected: Carey Branch,  Facility Carried by Structure: Kerby Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 100000160168015,  Location: 0.48 MILE NORTH OF MD 210 (Lat: 38.806064,  Lng: -76.990603),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 57,732 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 633,153 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: LIVINGSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.215,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000160168016,  Location: 0.48 MILE NORTH OF MD 210 (Lat: 38.806314,  Lng: -76.990289),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 57,732 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 633,153 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: LIVINGSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.215,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016016901,  Location: 0.13 MILE NORTH OF MD 414 (Lat: 38.802739,  Lng: -76.998828),  Route carried "on" structure: State highway 210,  Year Built: 2007,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 28,550 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,721 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.158,  Lanes on structure: 7,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.2m (213.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016017001,  Location: 0.027 MI N OF MD 414 (Lat: 38.801547,  Lng: -77.001186),  Route carried "on" structure: Federal lands road 210V,  Year Built: 2005,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 552 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,205 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495,  Facility Carried by Structure: MD 210 BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 100000160173015,  Location: ON VIRGINIA LINE (Lat: 38.793075,  Lng: -77.046311),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 185.53m (608.69ft),  Average Daily Traffic: 87,402 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 94,394 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: POTOMAC RIVER
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.274,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 82.3m (270.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: 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,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: June 2018,  Other Special Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000160173016,  Location: ON VIRGINIA LINE (Lat: 38.793219,  Lng: -77.025056),  Route carried "on" structure: Interstate 95,  Year Built: 2006,  Status: Open,  Structure Length: 185.53m (608.69ft),  Average Daily Traffic: 87,402 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 94,394 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: POTOMAC RIVER
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.274,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 82.3m (270.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: 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,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: June 2018,  Other Special Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016021801,  Location: 0.8 M S OF WASH DCLINE (Lat: 0.000108,  Lng: -0.000214),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2003,  Status: Open,  Structure Length: 43.68m (143.31ft),  Average Daily Traffic: 26,853 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,416 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: IS 95/495, RMPS B,T,Q,H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 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: 100000160219011,  Location: 0.18 M N OF BR NO 1622100 (Lat: 38.800636,  Lng: -77.001400),  Route carried "on" structure: Interstate 295,  Year Built: 1990,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 14,985 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,509 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MD 414 (OXON HILL ROAD),  Facility Carried by Structure: IS 95 RAMP F(1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 10000016022001,  Location: 0.1 MI W OF MD 210 (Lat: 38.802044,  Lng: -76.996744),  Route carried "on" structure: Ramp State highway 210,  Year Built: 2005,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 10,040 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,576 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 414 (OXON HILL ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.949,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10000016026601,  Location: 2.0 M W OF MD210 OXENHILL (Lat: 38.795542,  Lng: -77.014017),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 141,180 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 151,460 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMPS B & T
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 2.898,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016026701,  Location: 0.8 M S OF WASH DCLINE (Lat: 38.795681,  Lng: -77.015533),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2003,  Status: Open,  Structure Length: 44.29m (145.31ft),  Average Daily Traffic: 78,272 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,271 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: IS 95/495, RPS B.T,Q,R,H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 61.3m (201.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 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: 10000016026801,  Location: I-295 S Ramp to I-95/495 (Lat: 38.795158,  Lng: -77.012819),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2003,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 97,959 (year 2021),  Average Future Daily Traffic: 148,473 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: RAMP 'Q'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 10000016027001,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.796119,  Lng: -77.012553),  Route carried "on" structure: Interstate 95,  Year Built: 2005,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 146,744 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 158,538 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: RAMP Q(1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.020,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016027101,  Location: 2.0 MILE WEST OF MD 210 (Lat: 38.794381,  Lng: -77.014017),  Route carried "on" structure: Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 191,981 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: RAMPS B, T, Q AND H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016027201,  Location: 2.0 MILES WEST OF MD 210 (Lat: 0.000108,  Lng: -0.000214),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2005,  Status: Open,  Structure Length: 60.56m (198.69ft),  Average Daily Traffic: 7,492 (year 2019),  Average Future Daily Traffic: 14,290 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 95 OLL, RPS G,B,T,Q,H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.764,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016027301,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.793039,  Lng: -77.015847),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2005,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 191,981 (year 2010),  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMP 'B'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016027401,  Location: 2.0 MILE WEST OF MD 210 (Lat: 38.793142,  Lng: -77.015258),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 191,981 (year 2010),  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMP 'B'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.608,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016027501,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.792000,  Lng: -77.014564),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 191,981 (year 2010),  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RMPS K,P,X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.748,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 10000016027601,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.791714,  Lng: -77.013844),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 191,981 (year 2010),  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RMPS K,P,X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.188,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 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: 10000016027701,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.791858,  Lng: -77.013469),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 191,981 (year 2010),  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BELTWAY ACCESS PARCEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.666,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 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: 10000016027801,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.791911,  Lng: -77.013375),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 191,981 (year 2010),  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 95 RP V & BELTWAY PAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 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: 10000016028001,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.796047,  Lng: -77.013794),  Route carried "on" structure: ServiceInterstate 95,  Year Built: 2006,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 141,180 (year 2009),  Average Future Daily Traffic: 151,460 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMPS B & T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.866,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016028101,  Location: 2.0 MILE WEST OF MD 210 (Lat: 38.796517,  Lng: -77.012747),  Route carried "on" structure: ServiceInterstate 95,  Year Built: 2006,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 141,180 (year 2009),  Average Future Daily Traffic: 151,460 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMP 'Q'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.020,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016028201,  Location: 0.89 MILE WEST OF MD 210 (Lat: 38.796456,  Lng: -77.012372),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 146,744 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 158,538 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMP 'Q'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 38.5m (126.3ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016028301,  Location: 2.0 MILES WEST OF MD 210 (Lat: 38.796014,  Lng: -77.014339),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2006,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 191,981 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMPS B & T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.355,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete 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: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016028501,  Location: 0.07 MILE NORTH OF MD 414 (Lat: 38.803172,  Lng: -76.996492),  Route carried "on" structure: Ramp State highway 210,  Year Built: 2005,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 12,000 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,000 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: IS 95/IS 495 RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.656,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10000016029101,  Location: 0.5 MILE WEST OF MD 210 (Lat: 38.798553,  Lng: -77.005503),  Route carried "on" structure: County highway 5470,  Year Built: 2008,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 191,981 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 233,661 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: IS 295 RAMP 'O',  Facility Carried by Structure: NAT'L HARBOR N. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  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: 10000016029401,  Location: 0.1 M S OF IS 95/IS 495 (Lat: 38.801858,  Lng: -76.998792),  Route carried "on" structure: State highway 210,  Year Built: 2007,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 26,720 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,350 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: MD 414 (OXON HILL ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.994,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 72.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  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: 10000016029501,  Location: 0.3 M E OF IS 95/ IS 495 (Lat: 38.800861,  Lng: -77.000653),  Route carried "on" structure: Ramp State highway 210,  Year Built: 2008,  Status: Open,  Structure Length: 35.33m (115.91ft),  Average Daily Traffic: 15,270 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,606 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: IS95/IS495,ILE,OLL,MD414
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.246,  Lanes on structure: 1,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  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: 10000016030601,  Location: 1.6 MI. S. OF IS 495 (Lat: 0.000106,  Lng: -0.000019),  Route carried "on" structure: City street 210,  Year Built: 2021,  Status: Not yet open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 8,050 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,925 (year 2035),  Features Intersected: MD 210 NORTHBOUND,  Facility Carried by Structure: Livingston Rd.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.568,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 10000016030701,  Location: 1.5 MILE SOUTH OF I-495 (Lat: 0.000106,  Lng: -0.000019),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 6,525 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,250 (year 2035),  Features Intersected: MD 210 Service Rd.,  Facility Carried by Structure: Kerby Hill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.679,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable 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: January 2022,  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: 200000P-039503,  Location: 0.01 MI N OF FERGUSON LA (Lat: 38.782731,  Lng: -76.977314),  Route carried "on" structure: County highway 193,  Year Built: 1978,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,075 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,212 (year 2041),  Features Intersected: TRIB TO HENSON CREEK,  Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 100000160168015,  Location: 0.49 MI N OF MD 210 (Lat: 38.806064,  Lng: -76.990603),  Route carried "under" structure: County highway 1203,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,092 (year 2005),  Truck Traffic: 8%,  Features Intersected: LIVINGSTON ROAD,  Facility Carried by Structure: IS 95/IS 495 IL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.402,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 100000160168016,  Location: 0.49 MI N OF MD 210 (Lat: 38.806314,  Lng: -76.990289),  Route carried "under" structure: County highway 1203,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,092 (year 2005),  Truck Traffic: 8%,  Features Intersected: LIVINGSTON ROAD,  Facility Carried by Structure: IS 95/IS 495 OL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.402,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 10000016016901,  Location: 1.56 MILE SOUTH OF MD 414 (Lat: 38.802739,  Lng: -76.998828),  Route carried "under" structure: Interstate 95,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 146,990 (year 2009),  Truck Traffic: 10%,  Features Intersected: IS 95/IS 495,  Facility Carried by Structure: MD 210
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 4.457,  Lanes on structure: 7,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.2m (213.9ft)

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Structure Number: 10000016017001,  Location: .168 MILE SOUTH OF MD 210 (Lat: 38.801547,  Lng: -77.001186),  Route carried "under" structure: Interstate 95,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 141,180 (year 2009),  Truck Traffic: 10%,  Features Intersected: IS 95,  Facility Carried by Structure: BALD EAGLE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.187,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 10000016021801,  Location: 1.683 M N OF VA STATE/L (Lat: 38.795486,  Lng: -77.016106),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Features Intersected: RAMP 'T'
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 10000016021801,  Location: 1.683 M N OF VA STATE/L (Lat: 38.795486,  Lng: -77.016106),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Features Intersected: RAMP 'B'
Minimum Vertical Clearance: 13.41m (44.00ft),  Kilometerpoint: 0.967,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 10000016021801,  Location: 1.683 M N OF VA STATE/L (Lat: 38.795486,  Lng: -77.016106),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Features Intersected: RAMP 'H'
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 10000016021801,  Location: 1.683 M N OF VA STATE/L (Lat: 38.795486,  Lng: -77.016106),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 141,892 (year 2012),  Features Intersected: IS 95/IS 495 OL LOCAL
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 2.708,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 10000016021801,  Location: 1.683 M N OF VA STATE/L (Lat: 38.795486,  Lng: -77.016106),  Route carried "under" structure: Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 141,892 (year 2012),  Features Intersected: IS 95/IS 495
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 2.708,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 10000016021801,  Location: 1.683 M N OF VA STATE/L (Lat: 38.795486,  Lng: -77.016106),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Features Intersected: RAMP 'Q'
Minimum Vertical Clearance: 12.50m (41.01ft),  Kilometerpoint: 1.028,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 100000160219011,  Location: 0.173 MILE WEST OF MD 210 (Lat: 38.800636,  Lng: -77.001400),  Route carried "under" structure: State highway 414,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,390 (year 2009),  Features Intersected: MD 414 (OXON HILL ROAD),  Facility Carried by Structure: IS 95 RAMP F(1)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.558,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 100000160219012,  Location: 0.202 MILE WEST OF MD 210 (Lat: 38.800297,  Lng: -77.002189),  Route carried "under" structure: State highway 414,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 16,390 (year 2009),  Features Intersected: MD 414 (OXON HILL ROAD),  Facility Carried by Structure: IS 95 RAMP E(7)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.512,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 10000016022001,  Location: 0.124 MILE EAST OF MD 210 (Lat: 38.802044,  Lng: -76.996744),  Route carried "under" structure: State highway 414,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 20,662 (year 2009),  Truck Traffic: 10%,  Features Intersected: MD 414 (OXEN HILL ROAD),  Facility Carried by Structure: MD 210 RAMP 'F'
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.036,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: 10000016026601,  Location: 1.3 M E OF VA STATE LINE (Lat: 38.795542,  Lng: -77.014017),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2004,  Structure Length: 0. m,  Truck Traffic: 8%,  Features Intersected: IS 95/IS 495 RAMP 'T'
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.581,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10000016026601,  Location: 1.3 M E OF VA STATE LINE (Lat: 38.795542,  Lng: -77.014017),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2004,  Structure Length: 0. m,  Truck Traffic: 8%,  Features Intersected: IS 95/IS 495 RAMP 'B'
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10000016026701,  Location: 1.042 MILE WEST OF MD 210 (Lat: 38.795681,  Lng: -77.015533),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 34,220 (year 2000),  Truck Traffic: 10%,  Features Intersected: IS 95/IS 495 OL LOCAL
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 2.780,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 10000016026701,  Location: 1.0 M W OF MD210 OXENHILL (Lat: 38.795681,  Lng: -77.015533),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Truck Traffic: 8%,  Features Intersected: RAMP 'B'
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.012,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 10000016026701,  Location: 1.0 M W OF MD210 OXENHILL (Lat: 38.795681,  Lng: -77.015533),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Truck Traffic: 8%,  Features Intersected: RAMP 'T'
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.573,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.3m (201.1ft)

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Structure Number: 10000016026701,  Location: 1.0 M W OF MD210 OXENHILL (Lat: 38.795681,  Lng: -77.015533),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2003,  Structure Length: 0. m,  Truck Traffic: 8%,  Features Intersected: RAMP 'Q'
Minimum Vertical Clearance: 17.37m (56.99ft),  Kilometerpoint: 1.073,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.3m (201.1ft)