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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 148ft / 45mTotal length
  • $241,000Total costs
  • 245,840Total average daily traffic
  • 19,642Total average daily truck traffic
  • 306,385Total future (year 2026) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Riverdale Park
  • No street view available for this location

New bridges in Riverdale Park, MD - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31950-1959
  • 51960-1969
  • 11990-1999
Reconstructed bridges in Riverdale Park, MD - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 01960-1969
  • 01970-1979
  • 11980-1989
Average Bridge Daily Traffic in Riverdale Park, MD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 50.0%Satisfactory
  • 25.0%Fair
  • 25.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Good
  • 50.0%Satisfactory
  • 25.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 25.0%Good
  • 75.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Very good
  • 37.5%Good
  • 37.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 60.0%Satisfactory
  • 40.0%Fair
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Structure Number: 10000016002202,  Location: 0.02 MI N OF GOOD LUCK RD (Lat: 38.972358,  Lng: -76.915011),  Route carried "on" structure: State highway 201,  Year Built: 1950,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 35,180 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,361 (year 2026),  Design Load: H 20,  Features Intersected: BRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.691,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 3.2m (10.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: August 2017
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Structure Number: 10000016002302,  Location: 0.11 MI N OF SARVIS AVE (Lat: 38.971061,  Lng: -76.915828),  Route carried "on" structure: State highway 201,  Year Built: 1950,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 33,330 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,606 (year 2026),  Design Load: H 20,  Features Intersected: BRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.554,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 369.0m (1,210.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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Structure Number: 10000016002402,  Location: 0.03 M N OF RIVERDALE RD (Lat: 38.959339,  Lng: -76.919889),  Route carried "on" structure: State highway 201,  Year Built: 1955,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 33,270 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,862 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF NORTHEAST BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.143,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Fair,  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: 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10000016006901,  Location: 0.33 MI W OF MD 201 (Lat: 38.960539,  Lng: -76.925953),  Route carried "on" structure: City street 227,  Year Built: 1931,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 7,399 (year 94 ),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,730 (year 2012),  Features Intersected: NE BRANCH OF ANACOSTIA R,  Facility Carried by Structure: RIVERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $228,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000016018701,  Location: 0.24 MILE EAST OF US 1 (Lat: 38.963628,  Lng: -76.935439),  Route carried "on" structure: State highway 410,  Year Built: 1967,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 37,792 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,745 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANS., MU STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.487,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 10000016018701,  Location: 0.26 MI E OF US 1 (Lat: 38.963628,  Lng: -76.935439),  Route carried "under" structure: City street 80,  Year Built: 1967,  Structure Length: 0. m,  Features Intersected: CSX TRANS., MU STREETS,  Facility Carried by Structure: MD 410
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 10000016018801,  Location: 0.29 MILE WEST OF MD 201 (Lat: 38.961550,  Lng: -76.925247),  Route carried "on" structure: State highway 410,  Year Built: 1967,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 37,792 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,745 (year 2026),  Design Load: HS 20,  Features Intersected: NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.372,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 2.5m (8.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 10000016019202,  Location: 0.42 MILE WEST OF MD 201 (Lat: 38.961933,  Lng: -76.927481),  Route carried "on" structure: State highway 410,  Year Built: 1968,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 37,792 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,745 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.162,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to 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: Febuary 2017
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Structure Number: 200000P-010702,  Location: 0.04 MI W OF MD 201 (Lat: 38.972292,  Lng: -76.916111),  Route carried "on" structure: County highway 3642,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 13,540 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,120 (year 2037),  Design Load: H 20,  Features Intersected: DEEP CREEK,  Facility Carried by Structure: PAINT BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $13,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-020601,  Location: 0.16 MI W OF MD 201 (Lat: 38.967911,  Lng: -76.921778),  Route carried "on" structure: County highway 5409,  Year Built: 1991,  Status: Posted for load,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 9,745 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,471 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: NORTHEAST BRANCH,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.9m (226.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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