Bridge Statistics for Bladensburg, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 62ft / 18.6mTotal length
- $1,497,000Total costs
- 135,995Total average daily traffic
- 4,657Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bladensburg
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 51970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 28.6%Satisfactory
- 57.1%Fair
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Structure Number: 100000160007011, Location: 0.45 MILE NORTH OF MD 450 (Lat: 38.944733, Lng: -76.941125), Route carried "on" structure: Alternate US 1, Year Built: 1955, Year Reconstructed: 1998, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 13,462 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 8,136 (year 2026), Design Load: HS 20, Features Intersected: NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $644,000, Roadway Improvement Cost: $64,000, Total Project Cost: $708,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000160007011, Location: 0.45 MILE NORTH OF MD 450 (Lat: 38.944733, Lng: -76.941125), Route carried "on" structure: Alternate US 1, Year Built: 1955, Year Reconstructed: 1998, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 13,462 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 8,136 (year 2026), Design Load: HS 20, Features Intersected: NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $644,000, Roadway Improvement Cost: $64,000, Total Project Cost: $708,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000016002501, Location: 0.11 MILE S OF MD 769C (Lat: 38.939178, Lng: -76.937158), Route carried "on" structure: State highway 201, Year Built: 1955, Year Reconstructed: 1983, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 23,800 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,116 (year 2026), Design Load: HS 20, Features Intersected: MD 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000016002501, Location: 0.11 MILE S OF MD 769C (Lat: 38.939178, Lng: -76.937158), Route carried "on" structure: State highway 201, Year Built: 1955, Year Reconstructed: 1983, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 23,800 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,116 (year 2026), Design Load: HS 20, Features Intersected: MD 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000016025502, Location: 0.41 MILE NORTH OF MD 450 (Lat: 38.944228, Lng: -76.941089), Route carried "on" structure: Alternate US 1, Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 14,112 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 16,271 (year 2026), Features Intersected: BR OF NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 2.7m (8.9ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 10000016025502, Location: 0.41 MILE NORTH OF MD 450 (Lat: 38.944228, Lng: -76.941089), Route carried "on" structure: Alternate US 1, Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 14,112 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 16,271 (year 2026), Features Intersected: BR OF NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 2.7m (8.9ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 200000P-BL0101, Location: 100 FT N. OF 54TH PLACE (Lat: 38.939775, Lng: -76.924778), Route carried "on" structure: City street 92, Year Built: 1958, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-BL0101, Location: 100 FT N. OF 54TH PLACE (Lat: 38.939775, Lng: -76.924778), Route carried "on" structure: City street 92, Year Built: 1958, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 375 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-BL0201, Location: 50 FT S. OF SPRING ST. (Lat: 38.939761, Lng: -76.924778), Route carried "on" structure: City street 540, Year Built: 1958, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: 54TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: Bituminous
Structure Number: 200000P-BL0201, Location: 50 FT S. OF SPRING ST. (Lat: 38.939761, Lng: -76.924778), Route carried "on" structure: City street 540, Year Built: 1958, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: 54TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: Bituminous
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Structure Number: 200000P-BL0304, Location: 0.06 MI W OF 54TH PLACE (Lat: 38.940692, Lng: -76.892497), Route carried "on" structure: City street 120, Year Built: 1958, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 630 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 960 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-BL0304, Location: 0.06 MI W OF 54TH PLACE (Lat: 38.940692, Lng: -76.892497), Route carried "on" structure: City street 120, Year Built: 1958, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 630 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 960 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-BL0401, Location: AT 53RD PLACE (Lat: 38.942711, Lng: -76.927392), Route carried "on" structure: City street 152, Year Built: 1958, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,192 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,777 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: UPSHUR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $21,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-BL0401, Location: AT 53RD PLACE (Lat: 38.942711, Lng: -76.927392), Route carried "on" structure: City street 152, Year Built: 1958, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,192 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,777 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: UPSHUR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $21,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-BL0501, Location: 0.01 MI W OF 53RD PL (Lat: 38.943386, Lng: -76.927811), Route carried "on" structure: City street 170, Year Built: 1958, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 249 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 369 (year 2038), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: VARNUM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-BL0501, Location: 0.01 MI W OF 53RD PL (Lat: 38.943386, Lng: -76.927811), Route carried "on" structure: City street 170, Year Built: 1958, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 249 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 369 (year 2038), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: VARNUM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3530016P, Location: 0.3 MILES NORTH OF MD ROU (Lat: 38.939500, Lng: -76.915028), Route carried "on" structure: Federal lands road 1, Year Built: 1953, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 50,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 55,300 (year 2032), Design Load: H 20, Features Intersected: BW PARKWAY, Facility Carried by Structure: MD ROUTE 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.430, Lanes on structure: 6, Lanes under structure: 6, Owner: National Park Service, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: $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
Structure Number: 3530016P, Location: 0.3 MILES NORTH OF MD ROU (Lat: 38.939500, Lng: -76.915028), Route carried "on" structure: Federal lands road 1, Year Built: 1953, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 50,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 55,300 (year 2032), Design Load: H 20, Features Intersected: BW PARKWAY, Facility Carried by Structure: MD ROUTE 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.430, Lanes on structure: 6, Lanes under structure: 6, Owner: National Park Service, Approaching Roadway Width: 17.4m (57.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: $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: 10000016002501, Location: 0.38 MILE EAST OF US 1 AL (Lat: 38.939178, Lng: -76.937158), Route carried "under" structure: State highway 450, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 31,690 (year 2009), Features Intersected: MD 450, Facility Carried by Structure: MD 201
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.434, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 10000016002501, Location: 0.38 MILE EAST OF US 1 AL (Lat: 38.939178, Lng: -76.937158), Route carried "under" structure: State highway 450, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 31,690 (year 2009), Features Intersected: MD 450, Facility Carried by Structure: MD 201
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.434, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)