Bridge Statistics for Adelphi, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 157ft / 48.2mTotal length
- $2,302,000Total costs
- 1,122,708Total average daily traffic
- 4,393Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Adelphi
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 111960-1969
- 11970-1979
- 21980-1989
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Good
- 30.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 20.0%Good
- 70.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 10000001001801, Location: 0.03 M N OF BARTLETT ST (Lat: 39.534550, Lng: -79.016914), Route carried "on" structure: State highway 935, Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,430 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 1,868 (year 2026), Features Intersected: BUTCHER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $5,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000001001801, Location: 0.03 M N OF BARTLETT ST (Lat: 39.534550, Lng: -79.016914), Route carried "on" structure: State highway 935, Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,430 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 1,868 (year 2026), Features Intersected: BUTCHER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $5,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000001001901, Location: 0.09 M N OF C STREET (Lat: 39.529839, Lng: -79.016256), Route carried "on" structure: State highway 935, Year Built: 1933, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 1,430 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 1,868 (year 2026), Design Load: H 20, Features Intersected: GEORGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $295,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000001001901, Location: 0.09 M N OF C STREET (Lat: 39.529839, Lng: -79.016256), Route carried "on" structure: State highway 935, Year Built: 1933, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 1,430 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 1,868 (year 2026), Design Load: H 20, Features Intersected: GEORGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $295,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000016012001, Location: .0036 M N OF IS 496 (Lat: 39.018903, Lng: -76.964247), Route carried "on" structure: State highway 212, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 17,211 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 17,278 (year 2038), Design Load: HS 20, Features Intersected: IS 495 OL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.876, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $47,000, Total Project Cost: $514,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000016012001, Location: .0036 M N OF IS 496 (Lat: 39.018903, Lng: -76.964247), Route carried "on" structure: State highway 212, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 17,211 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 17,278 (year 2038), Design Load: HS 20, Features Intersected: IS 495 OL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.876, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $47,000, Total Project Cost: $514,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000016012101, Location: 0.15 M S OF BR NO 1612200 (Lat: 39.017675, Lng: -76.952900), Route carried "on" structure: Interstate 95X, Year Built: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 3,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 2,168 (year 2026), Design Load: HS 20, Features Intersected: IS 495 RAMP 'A'
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000016012101, Location: 0.15 M S OF BR NO 1612200 (Lat: 39.017675, Lng: -76.952900), Route carried "on" structure: Interstate 95X, Year Built: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 3,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 2,168 (year 2026), Design Load: HS 20, Features Intersected: IS 495 RAMP 'A'
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 10000016012201, Location: 0.15 M N OF BR NO 1612100 (Lat: 39.020347, Lng: -76.952556), Route carried "on" structure: Interstate 95X, Year Built: 1967, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 3,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,640 (year 2029), Design Load: HS 20, Features Intersected: IS 495 IL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000016012201, Location: 0.15 M N OF BR NO 1612100 (Lat: 39.020347, Lng: -76.952556), Route carried "on" structure: Interstate 95X, Year Built: 1967, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 3,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,640 (year 2029), Design Load: HS 20, Features Intersected: IS 495 IL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000016012701, Location: 0.13 M S OF BR NO 1617600 (Lat: 39.021808, Lng: -76.949928), Route carried "on" structure: Interstate 95X, Year Built: 1967, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 3,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,640 (year 2029), Design Load: HS 20, Features Intersected: IS 495 OL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000016012701, Location: 0.13 M S OF BR NO 1617600 (Lat: 39.021808, Lng: -76.949928), Route carried "on" structure: Interstate 95X, Year Built: 1967, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 3,760 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,640 (year 2029), Design Load: HS 20, Features Intersected: IS 495 OL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000016017401, Location: .189 M S OF TOWHEE AVENUE (Lat: 39.018314, Lng: -76.964244), Route carried "on" structure: State highway 212, Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 17,022 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 19,857 (year 2038), Design Load: HS 20, Features Intersected: IS 495 IL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.812, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $394,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000016017401, Location: .189 M S OF TOWHEE AVENUE (Lat: 39.018314, Lng: -76.964244), Route carried "on" structure: State highway 212, Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 17,022 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 19,857 (year 2038), Design Load: HS 20, Features Intersected: IS 495 IL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.812, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $394,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000P-018402, Location: 0.09 MI W OF MD 212 (Lat: 39.003367, Lng: -76.973647), Route carried "on" structure: County highway 230, Year Built: 1962, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,640 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 16,640 (year 2037), Design Load: H 20, Features Intersected: TRIB TO NORTHWEST BRANCH, Facility Carried by Structure: METZEROTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum 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 2021
Structure Number: 200000P-018402, Location: 0.09 MI W OF MD 212 (Lat: 39.003367, Lng: -76.973647), Route carried "on" structure: County highway 230, Year Built: 1962, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,640 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 16,640 (year 2037), Design Load: H 20, Features Intersected: TRIB TO NORTHWEST BRANCH, Facility Carried by Structure: METZEROTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum 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 2021
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Structure Number: DAPAMCABE000719, Location: 80 YDS W OF OLD BALTIMORE (Lat: 39.433861, Lng: -76.180661), Route carried "on" structure: Other road , Year Built: 1942, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2043), Features Intersected: ROMNEY CREEK, Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCABE000719, Location: 80 YDS W OF OLD BALTIMORE (Lat: 39.433861, Lng: -76.180661), Route carried "on" structure: Other road , Year Built: 1942, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2043), Features Intersected: ROMNEY CREEK, Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPAMCADE000001, Location: 0.1 MILES NE N AVE (Lat: 39.031450, Lng: -76.962000), Route carried "on" structure: Other road , Year Built: 1975, Year Reconstructed: 2016, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2043), Design Load: HS 20, Features Intersected: PAINT BRANCH, Facility Carried by Structure: FLORAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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), Length Of Structure Improvement: 14.52m (47.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: DAPAMCADE000001, Location: 0.1 MILES NE N AVE (Lat: 39.031450, Lng: -76.962000), Route carried "on" structure: Other road , Year Built: 1975, Year Reconstructed: 2016, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2043), Design Load: HS 20, Features Intersected: PAINT BRANCH, Facility Carried by Structure: FLORAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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), Length Of Structure Improvement: 14.52m (47.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: DAPAMCADE000002, Location: 800 FT SW OF FLORAL DRIVE (Lat: 39.030850, Lng: -76.960700), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5 (year 2015), Average Future Daily Traffic: 10 (year 2043), Features Intersected: PAINT BRANCH, Facility Carried by Structure: PERIMETER PATROL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.3m (10.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.3m (10.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.4 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: DAPAMCADE000002, Location: 800 FT SW OF FLORAL DRIVE (Lat: 39.030850, Lng: -76.960700), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5 (year 2015), Average Future Daily Traffic: 10 (year 2043), Features Intersected: PAINT BRANCH, Facility Carried by Structure: PERIMETER PATROL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.3m (10.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.3m (10.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.4 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000016012001, Location: 0.4 M E OF MONT CO LINE (Lat: 39.018903, Lng: -76.964247), Route carried "under" structure: Interstate 495, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 242,500 (year 2009), Features Intersected: IS 495 OL, Facility Carried by Structure: MD 212
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 10000016012001, Location: 0.4 M E OF MONT CO LINE (Lat: 39.018903, Lng: -76.964247), Route carried "under" structure: Interstate 495, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 242,500 (year 2009), Features Intersected: IS 495 OL, Facility Carried by Structure: MD 212
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 10000016012101, Location: 0.39 MI W OF US 1 (Lat: 39.017675, Lng: -76.952900), Route carried "under" structure: Ramp Interstate 495, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 53,480 (year 2006), Features Intersected: IS 495 RAMP 'A', Facility Carried by Structure: IS 95X SBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.030, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 10000016012101, Location: 0.39 MI W OF US 1 (Lat: 39.017675, Lng: -76.952900), Route carried "under" structure: Ramp Interstate 495, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 53,480 (year 2006), Features Intersected: IS 495 RAMP 'A', Facility Carried by Structure: IS 95X SBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.030, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 10000016012201, Location: 1.04 M E OF MONT CO LINE (Lat: 39.020347, Lng: -76.952556), Route carried "under" structure: Interstate 495, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 242,500 (year 2009), Features Intersected: IS 495 IL, Facility Carried by Structure: IS 95X SBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.673, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 10000016012201, Location: 1.04 M E OF MONT CO LINE (Lat: 39.020347, Lng: -76.952556), Route carried "under" structure: Interstate 495, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 242,500 (year 2009), Features Intersected: IS 495 IL, Facility Carried by Structure: IS 95X SBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.673, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 10000016012601, Location: 1.17 M E OF MONT CO LINE (Lat: 39.020158, Lng: -76.950344), Route carried "under" structure: Interstate 495, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 139,680 (year 2009), Features Intersected: IS 495 IL, Facility Carried by Structure: IS 95X NBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.883, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 10000016012601, Location: 1.17 M E OF MONT CO LINE (Lat: 39.020158, Lng: -76.950344), Route carried "under" structure: Interstate 495, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 139,680 (year 2009), Features Intersected: IS 495 IL, Facility Carried by Structure: IS 95X NBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.883, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 10000016012701, Location: 1.17 M E OF MONT CO LINE (Lat: 39.021808, Lng: -76.949928), Route carried "under" structure: Interstate 495, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 139,680 (year 2009), Features Intersected: IS 495 OL, Facility Carried by Structure: IS 95X NBR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.883, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 10000016012701, Location: 1.17 M E OF MONT CO LINE (Lat: 39.021808, Lng: -76.949928), Route carried "under" structure: Interstate 495, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 139,680 (year 2009), Features Intersected: IS 495 OL, Facility Carried by Structure: IS 95X NBR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.883, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 10000016017401, Location: 0.4 M E OF MONT CO LINE (Lat: 39.018314, Lng: -76.964244), Route carried "under" structure: Interstate 495, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 242,500 (year 2009), Features Intersected: IS 495 IL, Facility Carried by Structure: MD 212
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 10000016017401, Location: 0.4 M E OF MONT CO LINE (Lat: 39.018314, Lng: -76.964244), Route carried "under" structure: Interstate 495, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 242,500 (year 2009), Features Intersected: IS 495 IL, Facility Carried by Structure: MD 212
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.644, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)