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


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 436ft / 133mTotal length
  • $6,048,000Total costs
  • 3,123,128Total average daily traffic
  • 162,157Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Greenbelt
  • No street view available for this location

New bridges in Greenbelt, MD - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 31950-1959
  • 211960-1969
  • 11970-1979
  • 71980-1989
  • 21990-1999
Reconstructed bridges in Greenbelt, MD - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31960-1969
  • 01970-1979
  • 11980-1989
  • 01990-1999
  • 22000-2009
Average Bridge Daily Traffic in Greenbelt, MD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 31.3%Good
  • 37.5%Satisfactory
  • 31.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 18.8%Good
  • 68.8%Satisfactory
  • 12.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 31.3%Good
  • 56.3%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.1%Very good
  • 14.3%Good
  • 64.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 18.2%Good
  • 63.6%Satisfactory
  • 18.2%Fair
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Structure Number: 200000BC521601,  Location: 1.5 MI S PATAPSCO AVE (Lat: 39.214242,  Lng: -76.587664),  Route carried "on" structure: State highway 173,  Year Built: 1986,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 13,500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,800 (year 2036),  Design Load: HS 20,  Features Intersected: CABIN BRANCH,  Facility Carried by Structure: PENNINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000016011101,  Location: 1.13 MILES S OF MD 212 (Lat: 39.015969,  Lng: -76.897394),  Route carried "on" structure: State highway 201,  Year Built: 1941,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 33,580 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,520 (year 2026),  Design Load: H 15,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160137025,  Location: 0.74 MILE NORTH OF MD 201 (Lat: 39.011503,  Lng: -76.903158),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 211,410 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 229,490 (year 2029),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.249,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 65.8 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: Febuary 2020
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Structure Number: 100000160137026,  Location: 0.74 MILE NORTH OF MD 201 (Lat: 39.011431,  Lng: -76.903600),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 211,410 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 229,490 (year 2029),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.249,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020
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Structure Number: 100000160138025,  Location: 0.32 MILE NORTH OF MD 201 (Lat: 39.006769,  Lng: -76.898369),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 211,410 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,470 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.554,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 100000160138026,  Location: 0.32 MILE NORTH OF MD 201 (Lat: 39.006814,  Lng: -76.898842),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 211,410 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,470 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.554,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 57.0m (187.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020
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Structure Number: 10000016013902,  Location: 0.76 MILE NORTH OF MD 193 (Lat: 39.005442,  Lng: -76.893181),  Route carried "on" structure: State highway 201,  Year Built: 1963,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 33,580 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,520 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.876,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 100000160140011,  Location: 0.53 MILE NORTH OF MD 193 (Lat: 39.002386,  Lng: -76.895347),  Route carried "on" structure: State highway 201,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 16,375 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,760 (year 2026),  Design Load: HS 20,  Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.508,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100000160140012,  Location: 0.53 MILE NORTH OF MD 193 (Lat: 39.003492,  Lng: -76.895175),  Route carried "on" structure: State highway 201,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 16,375 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,760 (year 2026),  Design Load: HS 20,  Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.508,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present minimum criteria,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100000160141015,  Location: 0.34 MILE NORTH OF MD 295 (Lat: 38.995578,  Lng: -76.889194),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 220,640 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 116,478 (year 2026),  Design Load: HS 20,  Features Intersected: MD 193
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.088,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $686,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $755,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160141016,  Location: 0.34 MILE NORTH OF MD 295 (Lat: 38.996058,  Lng: -76.889936),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 220,640 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,478 (year 2026),  Design Load: HS 20,  Features Intersected: MD 193
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.088,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $824,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $906,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160142011,  Location: 0.37 MILE SOUTH OF MD 193 (Lat: 38.991183,  Lng: -76.886408),  Route carried "on" structure: State highway 295,  Year Built: 1963,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 109,881 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 160,021 (year 2029),  Design Load: HS 20,  Features Intersected: IS 95/495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.586,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,721,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $1,893,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000160142012,  Location: 0.37 MILE SOUTH OF MD 193 (Lat: 38.992169,  Lng: -76.885700),  Route carried "on" structure: State highway 295,  Year Built: 1963,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 109,881 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 160,021 (year 2029),  Design Load: HS 20,  Features Intersected: IS 95/495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.586,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $903,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $993,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000P-011701,  Location: 0.52 MI WEST OF MD 201 (Lat: 39.009814,  Lng: -76.901994),  Route carried "on" structure: City street 40,  Year Built: 1990,  Status: Open,  Structure Length: 13.50m (44.29ft),  Average Daily Traffic: 9,620 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,295 (year 2039),  Design Load: HS 20,  Features Intersected: I-95/I-495,  Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.770,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.50m (44.29ft),  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: 200000P-012503,  Location: 0.9 MI N OF GOOD LUCK RD (Lat: 38.984236,  Lng: -76.882292),  Route carried "on" structure: County highway 2769,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 460 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 680 (year 2037),  Design Load: HS 20,  Features Intersected: TRIBUTARY TO NORTHEAST B,  Facility Carried by Structure: KEPNER COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 200000P-013303,  Location: 1.0 MI SOUTH OF MD 193 (Lat: 38.985833,  Lng: -76.856775),  Route carried "on" structure: County highway 3443,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,971 (year 2035),  Features Intersected: TRIB TO BALD HILL BRANCH,  Facility Carried by Structure: BRAE BROOKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 200000P-GR0102,  Location: 0.9 MI NORTH OF MD 193 (Lat: 39.008986,  Lng: -76.904564),  Route carried "on" structure: City street 1104,  Year Built: 1989,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 8,887 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,206 (year 2037),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 76.6 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: March 2021
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Structure Number: 200000P-GR0202,  Location: 500FT NW OF CHERRYWOOD LA (Lat: 39.011019,  Lng: -76.904122),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,831 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,720 (year 2037),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 2001002P,  Location: CAPITAL BELTWAY TO EXIT 2 (Lat: 39.023611,  Lng: -76.878222),  Route carried "on" structure: Federal lands road 60,  Year Built: 1966,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 600 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 660 (year 2025),  Design Load: H 20,  Features Intersected: BEAVER DAM CREEK,  Facility Carried by Structure: RESEARCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: USDA/ARS,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $900,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 300000P-WM1301,  Location: 0.2 MI. W. OF CHERRYWOOD (Lat: 39.013189,  Lng: -76.904394),  Route carried "on" structure: Ramp Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 20.91m (68.60ft),  Average Daily Traffic: 3,326 (year 2017),  Average Future Daily Traffic: 4,060 (year 2037),  Design Load: HS 20,  Features Intersected: I-495,  Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: Railroad,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.2 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300000P-WM1401,  Location: 0.2 MI S OF I-95 (Lat: 39.014875,  Lng: -76.908939),  Route carried "on" structure: Ramp Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 1,591 (year 2017),  Average Future Daily Traffic: 1,940 (year 2037),  Design Load: HS 20,  Features Intersected: WMATA RAILROAD,  Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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
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Structure Number: 300000P-WM1501,  Location: 150 ft S. I-95 NB (Lat: 39.014375,  Lng: -76.906700),  Route carried "on" structure: Ramp Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 3,326 (year 2017),  Average Future Daily Traffic: 4,060 (year 2037),  Design Load: HS 20,  Features Intersected: WATERMAIN,  Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 55.3 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,  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
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Structure Number: 3530011P,  Location: 2.3 MILES NORTH OF MD ROU (Lat: 39.020389,  Lng: -76.858139),  Route carried "on" structure: Federal lands road 1,  Year Built: 1953,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 80,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 103,000 (year 2032),  Design Load: H 20,  Features Intersected: BEAVERDAM ROAD,  Facility Carried by Structure: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.070,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Febuary 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $53,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3530013P,  Location: 0.4 MILES NORTH OF I-95 (Lat: 38.995306,  Lng: -76.880222),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 24,700 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 90,000 (year 2032),  Design Load: HS 20,  Features Intersected: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.430,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: National Park Service,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $225,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3530014P,  Location: 1.5 MILES SOUTH OF I-95 (Lat: 38.972483,  Lng: -76.898961),  Route carried "on" structure: Federal lands road 1,  Year Built: 1952,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 25,800 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 103,000 (year 2032),  Design Load: HS 20,  Features Intersected: BW PARKWAY,  Facility Carried by Structure: GOOD LUCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.470,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Febuary 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3530028P,  Location: 1.1 MILES NORTH OF MD ROU (Lat: 39.005333,  Lng: -76.863944),  Route carried "on" structure: Federal lands road 2,  Year Built: 1966,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 40,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,000 (year 2032),  Design Load: HS 20,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: BW PARKWAY (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.230,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.7m (48.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020
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Structure Number: 3530032P,  Location: 0.1 MILES NORTH OF BEAVER (Lat: 39.022583,  Lng: -76.857056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1953,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 80,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 88,000 (year 2033),  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.230,  Lanes on structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 22.2m (72.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2018)
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Structure Number: 100000160140011,  Location: 0.58 MILE NORTH OF MD 193 (Lat: 39.002444,  Lng: -76.895411),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 212,472 (year 2011),  Truck Traffic: 10%,  Features Intersected: IS 95,  Facility Carried by Structure: MD 201 NBR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 37.071,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100000160140012,  Location: 0.58 MILE NORTH OF MD 193 (Lat: 39.003444,  Lng: -76.895075),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 212,472 (year 2011),  Features Intersected: IS 95,  Facility Carried by Structure: MD 201 SBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 37.071,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100000160141015,  Location: 0.47 MILE WEST OF MD 295 (Lat: 38.995578,  Lng: -76.889194),  Route carried "under" structure: State highway 193,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,870 (year 2009),  Features Intersected: MD 193,  Facility Carried by Structure: IS 95 IL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.314,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 100000160141016,  Location: 0.47 MILE WEST OF MD 295 (Lat: 38.996058,  Lng: -76.889936),  Route carried "under" structure: State highway 193,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 48,870 (year 2009),  Features Intersected: MD 193,  Facility Carried by Structure: IS 95 OL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.314,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 100000160142011,  Location: 0.34 MILE SOUTH OF MD 193 (Lat: 38.991183,  Lng: -76.886408),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 220,640 (year 2009),  Features Intersected: IS 95/495
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 35.591,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 100000160142012,  Location: 0.34 MILE SOUTH OF MD 193 (Lat: 38.992169,  Lng: -76.885700),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 220,640 (year 2009),  Features Intersected: IS 95/495
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 35.591,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 10000016022201,  Location: 0.53 MILE SOUTH OF IS 95 (Lat: 38.996136,  Lng: -76.900719),  Route carried "under" structure: State highway 201,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 46,710 (year 2009),  Features Intersected: MD 201,  Facility Carried by Structure: MD 193
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.684,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 0.0m

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Structure Number: 200000P-011701,  Location: 0.58 MI N OF MD 201 (Lat: 39.009814,  Lng: -76.900397),  Route carried "under" structure: Interstate 95,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 210,221 (year 2016),  Truck Traffic: 10%,  Features Intersected: I-95/I-495,  Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 38.021,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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