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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 223ft / 68.0mTotal length
  • 900,150Total average daily traffic
  • 68,165Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Glenarden
  • No street view available for this location

New bridges in Glenarden, MD - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 11960-1969
  • 41980-1989
  • 51990-1999
  • 12010-2019
Average Bridge Daily Traffic in Glenarden, MD
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Very good
  • 25.0%Good
  • 25.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 10000016009302,  Location: 0.01 MI. W. OF US 50PA (Lat: 38.945003,  Lng: -76.872667),  Route carried "on" structure: Ramp US 50PA,  Year Built: 1958,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 1,020 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,203 (year 2012),  Design Load: HS 20,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 10000016011301,  Location: 0.52 MILE WEST OF IS 95 (Lat: 38.944147,  Lng: -76.873369),  Route carried "on" structure: US 50,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 91,392 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 128,366 (year 2026),  Design Load: HS 20,  Features Intersected: US 50PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.273,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 10000016018402,  Location: 1 MI E OF JCT IS 95 (Lat: 38.946875,  Lng: -76.839233),  Route carried "on" structure: Interstate 595,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 127,686 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 137,901 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BALD HILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.8m (192.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 83.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Underwater Inspection Date: July 2019
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Structure Number: 10000016022501,  Location: JUNCTION OF IS 95,IS 595 (Lat: 38.944319,  Lng: -76.858275),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1992,  Status: Open,  Structure Length: 46.06m (151.12ft),  Average Daily Traffic: 11,181 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,643 (year 2039),  Design Load: HS 20,  Features Intersected: IS 95, IS 595, RAMPS A&D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 1,  Lanes under structure: 17,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 10000016024401,  Location: 0.5 MI W OF IS 95 (Lat: 38.944017,  Lng: -76.870897),  Route carried "on" structure: County highway 2428,  Year Built: 1987,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 17,751 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,467 (year 2026),  Design Load: HS 20,  Features Intersected: US 50 & RAMP 'H',  Facility Carried by Structure: PENNSY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.7 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: 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: 200000P-026602,  Location: .2 MI N OF ST JOSEPHS DR (Lat: 38.920828,  Lng: -76.843781),  Route carried "on" structure: County highway 6403,  Year Built: 2010,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,375 (year 2034),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: RUBY LOCKHARDT BOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 10000016022501,  Location: 0.08 MILE SOUTH OF IS 595 (Lat: 38.944356,  Lng: -76.858244),  Route carried "under" structure: Interstate 95,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 212,990 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 95
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 29.702,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 10000016022501,  Location: 0.13 MILE EAST OF IS 95 (Lat: 38.944356,  Lng: -76.858244),  Route carried "under" structure: Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 148,320 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.676,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 10000016022501,  Location: 0.13 MILE EAST OF IS 95 (Lat: 38.944356,  Lng: -76.858244),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 26,566 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 95 RAMP A(5)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.671,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 10000016022501,  Location: 0.13 MILE EAST OF IS 95 (Lat: 38.944356,  Lng: -76.858244),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 153,970 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 95 RAMP D(7)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.676,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 10000016024401,  Location: 0.39 MILE WEST OF IS 595 (Lat: 38.944017,  Lng: -76.870897),  Route carried "under" structure: Ramp US 50,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,584 (year 2004),  Truck Traffic: 5%,  Features Intersected: RAMP 'H',  Facility Carried by Structure: PENNSY DRIVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.482,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 10000016024401,  Location: 0.39 MILE WEST OF IS 595 (Lat: 38.944017,  Lng: -76.870897),  Route carried "under" structure: US 50,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 91,392 (year 2009),  Truck Traffic: 5%,  Features Intersected: US 50,  Facility Carried by Structure: PENNSY DRIVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.482,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 10000016024401,  Location: 0.39 MILE WEST OF IS 595 (Lat: 38.944017,  Lng: -76.870897),  Route carried "under" structure: Ramp US 50,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,298 (year 2004),  Truck Traffic: 5%,  Features Intersected: WB RAMP,  Facility Carried by Structure: PENNSY DRIVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.482,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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