Bridge Statistics for Greenbelt, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 436ft / 133mTotal length
- $6,048,000Total costs
- 3,123,128Total average daily traffic
- 162,157Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Greenbelt
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 211960-1969
- 11970-1979
- 71980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 31960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 31.3%Good
- 37.5%Satisfactory
- 31.3%Fair
- Bridge Condition - Superstructure
- 18.8%Good
- 68.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 31.3%Good
- 56.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 7.1%Very good
- 14.3%Good
- 64.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 18.2%Good
- 63.6%Satisfactory
- 18.2%Fair
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Structure Number: 200000BC521601, Location: 1.5 MI S PATAPSCO AVE (Lat: 39.214242, Lng: -76.587664), Route carried "on" structure: State highway 173, Year Built: 1986, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: CABIN BRANCH, Facility Carried by Structure: PENNINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.87m (29.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $14,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000BC521601, Location: 1.5 MI S PATAPSCO AVE (Lat: 39.214242, Lng: -76.587664), Route carried "on" structure: State highway 173, Year Built: 1986, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 13,500 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: CABIN BRANCH, Facility Carried by Structure: PENNINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.87m (29.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $14,000, Total Project Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000016011101, Location: 1.13 MILES S OF MD 212 (Lat: 39.015969, Lng: -76.897394), Route carried "on" structure: State highway 201, Year Built: 1941, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 33,580 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 41,520 (year 2026), Design Load: H 15, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $21,000, Total Project Cost: $227,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000016011101, Location: 1.13 MILES S OF MD 212 (Lat: 39.015969, Lng: -76.897394), Route carried "on" structure: State highway 201, Year Built: 1941, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 33,580 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 41,520 (year 2026), Design Load: H 15, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $21,000, Total Project Cost: $227,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160137025, Location: 0.74 MILE NORTH OF MD 201 (Lat: 39.011503, Lng: -76.903158), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 229,490 (year 2029), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.249, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 100000160137025, Location: 0.74 MILE NORTH OF MD 201 (Lat: 39.011503, Lng: -76.903158), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 229,490 (year 2029), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.249, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 100000160137026, Location: 0.74 MILE NORTH OF MD 201 (Lat: 39.011431, Lng: -76.903600), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 229,490 (year 2029), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.249, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 100000160137026, Location: 0.74 MILE NORTH OF MD 201 (Lat: 39.011431, Lng: -76.903600), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 229,490 (year 2029), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.249, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 100000160138025, Location: 0.32 MILE NORTH OF MD 201 (Lat: 39.006769, Lng: -76.898369), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 113,470 (year 2026), Design Load: HS 20, Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.554, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 100000160138025, Location: 0.32 MILE NORTH OF MD 201 (Lat: 39.006769, Lng: -76.898369), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 113,470 (year 2026), Design Load: HS 20, Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.554, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 100000160138026, Location: 0.32 MILE NORTH OF MD 201 (Lat: 39.006814, Lng: -76.898842), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 113,470 (year 2026), Design Load: HS 20, Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.554, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.0m (187.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 100000160138026, Location: 0.32 MILE NORTH OF MD 201 (Lat: 39.006814, Lng: -76.898842), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 211,410 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 113,470 (year 2026), Design Load: HS 20, Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.554, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.0m (187.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 10000016013902, Location: 0.76 MILE NORTH OF MD 193 (Lat: 39.005442, Lng: -76.893181), Route carried "on" structure: State highway 201, Year Built: 1963, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 33,580 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 41,520 (year 2026), Design Load: HS 20, Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.876, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10000016013902, Location: 0.76 MILE NORTH OF MD 193 (Lat: 39.005442, Lng: -76.893181), Route carried "on" structure: State highway 201, Year Built: 1963, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 33,580 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 41,520 (year 2026), Design Load: HS 20, Features Intersected: BR OF INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.876, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 100000160140011, Location: 0.53 MILE NORTH OF MD 193 (Lat: 39.002386, Lng: -76.895347), Route carried "on" structure: State highway 201, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 16,375 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,760 (year 2026), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.508, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000160140011, Location: 0.53 MILE NORTH OF MD 193 (Lat: 39.002386, Lng: -76.895347), Route carried "on" structure: State highway 201, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 16,375 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,760 (year 2026), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.508, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100000160140012, Location: 0.53 MILE NORTH OF MD 193 (Lat: 39.003492, Lng: -76.895175), Route carried "on" structure: State highway 201, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 16,375 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 20,760 (year 2026), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.508, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000160140012, Location: 0.53 MILE NORTH OF MD 193 (Lat: 39.003492, Lng: -76.895175), Route carried "on" structure: State highway 201, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 16,375 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 20,760 (year 2026), Design Load: HS 20, Features Intersected: IS 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.508, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100000160141015, Location: 0.34 MILE NORTH OF MD 295 (Lat: 38.995578, Lng: -76.889194), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 220,640 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 116,478 (year 2026), Design Load: HS 20, Features Intersected: MD 193
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.088, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $69,000, Total Project Cost: $755,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000160141015, Location: 0.34 MILE NORTH OF MD 295 (Lat: 38.995578, Lng: -76.889194), Route carried "on" structure: Interstate 95, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 220,640 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 116,478 (year 2026), Design Load: HS 20, Features Intersected: MD 193
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.088, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $69,000, Total Project Cost: $755,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160141016, Location: 0.34 MILE NORTH OF MD 295 (Lat: 38.996058, Lng: -76.889936), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 220,640 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 116,478 (year 2026), Design Load: HS 20, Features Intersected: MD 193
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.088, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $82,000, Total Project Cost: $906,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000160141016, Location: 0.34 MILE NORTH OF MD 295 (Lat: 38.996058, Lng: -76.889936), Route carried "on" structure: Interstate 95, Year Built: 1963, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 220,640 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 116,478 (year 2026), Design Load: HS 20, Features Intersected: MD 193
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.088, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $824,000, Roadway Improvement Cost: $82,000, Total Project Cost: $906,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160142011, Location: 0.37 MILE SOUTH OF MD 193 (Lat: 38.991183, Lng: -76.886408), Route carried "on" structure: State highway 295, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 109,881 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 160,021 (year 2029), Design Load: HS 20, Features Intersected: IS 95/495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.586, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,721,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,893,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000160142011, Location: 0.37 MILE SOUTH OF MD 193 (Lat: 38.991183, Lng: -76.886408), Route carried "on" structure: State highway 295, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 109,881 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 160,021 (year 2029), Design Load: HS 20, Features Intersected: IS 95/495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.586, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,721,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,893,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000160142012, Location: 0.37 MILE SOUTH OF MD 193 (Lat: 38.992169, Lng: -76.885700), Route carried "on" structure: State highway 295, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 109,881 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 160,021 (year 2029), Design Load: HS 20, Features Intersected: IS 95/495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.586, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $90,000, Total Project Cost: $993,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000160142012, Location: 0.37 MILE SOUTH OF MD 193 (Lat: 38.992169, Lng: -76.885700), Route carried "on" structure: State highway 295, Year Built: 1963, Year Reconstructed: 1971, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 109,881 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 160,021 (year 2029), Design Load: HS 20, Features Intersected: IS 95/495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.586, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $90,000, Total Project Cost: $993,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000P-011701, Location: 0.52 MI WEST OF MD 201 (Lat: 39.009814, Lng: -76.901994), Route carried "on" structure: City street 40, Year Built: 1990, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 9,620 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 14,295 (year 2039), Design Load: HS 20, Features Intersected: I-95/I-495, Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.770, Lanes on structure: 2, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.50m (44.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000P-011701, Location: 0.52 MI WEST OF MD 201 (Lat: 39.009814, Lng: -76.901994), Route carried "on" structure: City street 40, Year Built: 1990, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 9,620 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 14,295 (year 2039), Design Load: HS 20, Features Intersected: I-95/I-495, Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.770, Lanes on structure: 2, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.50m (44.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000P-012503, Location: 0.9 MI N OF GOOD LUCK RD (Lat: 38.984236, Lng: -76.882292), Route carried "on" structure: County highway 2769, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 460 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 680 (year 2037), Design Load: HS 20, Features Intersected: TRIBUTARY TO NORTHEAST B, Facility Carried by Structure: KEPNER COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 200000P-012503, Location: 0.9 MI N OF GOOD LUCK RD (Lat: 38.984236, Lng: -76.882292), Route carried "on" structure: County highway 2769, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 460 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 680 (year 2037), Design Load: HS 20, Features Intersected: TRIBUTARY TO NORTHEAST B, Facility Carried by Structure: KEPNER COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 200000P-013303, Location: 1.0 MI SOUTH OF MD 193 (Lat: 38.985833, Lng: -76.856775), Route carried "on" structure: County highway 3443, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,971 (year 2035), Features Intersected: TRIB TO BALD HILL BRANCH, Facility Carried by Structure: BRAE BROOKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 200000P-013303, Location: 1.0 MI SOUTH OF MD 193 (Lat: 38.985833, Lng: -76.856775), Route carried "on" structure: County highway 3443, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,971 (year 2035), Features Intersected: TRIB TO BALD HILL BRANCH, Facility Carried by Structure: BRAE BROOKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 200000P-GR0102, Location: 0.9 MI NORTH OF MD 193 (Lat: 39.008986, Lng: -76.904564), Route carried "on" structure: City street 1104, Year Built: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,887 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 13,206 (year 2037), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 76.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 200000P-GR0102, Location: 0.9 MI NORTH OF MD 193 (Lat: 39.008986, Lng: -76.904564), Route carried "on" structure: City street 1104, Year Built: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,887 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 13,206 (year 2037), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 76.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 200000P-GR0202, Location: 500FT NW OF CHERRYWOOD LA (Lat: 39.011019, Lng: -76.904122), Route carried "on" structure: City street , Year Built: 1971, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,831 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,720 (year 2037), Features Intersected: INDIAN CREEK, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 200000P-GR0202, Location: 500FT NW OF CHERRYWOOD LA (Lat: 39.011019, Lng: -76.904122), Route carried "on" structure: City street , Year Built: 1971, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,831 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,720 (year 2037), Features Intersected: INDIAN CREEK, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 2001002P, Location: CAPITAL BELTWAY TO EXIT 2 (Lat: 39.023611, Lng: -76.878222), Route carried "on" structure: Federal lands road 60, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2025), Design Load: H 20, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: RESEARCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: USDA/ARS, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $60,000, Total Project Cost: $900,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2001002P, Location: CAPITAL BELTWAY TO EXIT 2 (Lat: 39.023611, Lng: -76.878222), Route carried "on" structure: Federal lands road 60, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2025), Design Load: H 20, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: RESEARCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: USDA/ARS, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $60,000, Total Project Cost: $900,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 300000P-WM1301, Location: 0.2 MI. W. OF CHERRYWOOD (Lat: 39.013189, Lng: -76.904394), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 20.91m (68.60ft), Average Daily Traffic: 3,326 (year 2017), Average Future Daily Traffic: 4,060 (year 2037), Design Load: HS 20, Features Intersected: I-495, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300000P-WM1301, Location: 0.2 MI. W. OF CHERRYWOOD (Lat: 39.013189, Lng: -76.904394), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 20.91m (68.60ft), Average Daily Traffic: 3,326 (year 2017), Average Future Daily Traffic: 4,060 (year 2037), Design Load: HS 20, Features Intersected: I-495, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300000P-WM1401, Location: 0.2 MI S OF I-95 (Lat: 39.014875, Lng: -76.908939), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 1,591 (year 2017), Average Future Daily Traffic: 1,940 (year 2037), Design Load: HS 20, Features Intersected: WMATA RAILROAD, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300000P-WM1401, Location: 0.2 MI S OF I-95 (Lat: 39.014875, Lng: -76.908939), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 1,591 (year 2017), Average Future Daily Traffic: 1,940 (year 2037), Design Load: HS 20, Features Intersected: WMATA RAILROAD, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300000P-WM1501, Location: 150 ft S. I-95 NB (Lat: 39.014375, Lng: -76.906700), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,326 (year 2017), Average Future Daily Traffic: 4,060 (year 2037), Design Load: HS 20, Features Intersected: WATERMAIN, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300000P-WM1501, Location: 150 ft S. I-95 NB (Lat: 39.014375, Lng: -76.906700), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,326 (year 2017), Average Future Daily Traffic: 4,060 (year 2037), Design Load: HS 20, Features Intersected: WATERMAIN, Facility Carried by Structure: GREENBELT METRO DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3530011P, Location: 2.3 MILES NORTH OF MD ROU (Lat: 39.020389, Lng: -76.858139), Route carried "on" structure: Federal lands road 1, Year Built: 1953, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 80,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 103,000 (year 2032), Design Load: H 20, Features Intersected: BEAVERDAM ROAD, Facility Carried by Structure: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.070, Lanes on structure: 4, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3530011P, Location: 2.3 MILES NORTH OF MD ROU (Lat: 39.020389, Lng: -76.858139), Route carried "on" structure: Federal lands road 1, Year Built: 1953, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 80,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 103,000 (year 2032), Design Load: H 20, Features Intersected: BEAVERDAM ROAD, Facility Carried by Structure: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.070, Lanes on structure: 4, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3530013P, Location: 0.4 MILES NORTH OF I-95 (Lat: 38.995306, Lng: -76.880222), Route carried "on" structure: Federal lands road 1, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 24,700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 90,000 (year 2032), Design Load: HS 20, Features Intersected: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.430, Lanes on structure: 7, Lanes under structure: 6, Owner: National Park Service, Approaching Roadway Width: 25.9m (85.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $225,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3530013P, Location: 0.4 MILES NORTH OF I-95 (Lat: 38.995306, Lng: -76.880222), Route carried "on" structure: Federal lands road 1, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 24,700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 90,000 (year 2032), Design Load: HS 20, Features Intersected: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.430, Lanes on structure: 7, Lanes under structure: 6, Owner: National Park Service, Approaching Roadway Width: 25.9m (85.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $225,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3530014P, Location: 1.5 MILES SOUTH OF I-95 (Lat: 38.972483, Lng: -76.898961), Route carried "on" structure: Federal lands road 1, Year Built: 1952, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 25,800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 103,000 (year 2032), Design Load: HS 20, Features Intersected: BW PARKWAY, Facility Carried by Structure: GOOD LUCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.470, Lanes on structure: 3, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3530014P, Location: 1.5 MILES SOUTH OF I-95 (Lat: 38.972483, Lng: -76.898961), Route carried "on" structure: Federal lands road 1, Year Built: 1952, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 25,800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 103,000 (year 2032), Design Load: HS 20, Features Intersected: BW PARKWAY, Facility Carried by Structure: GOOD LUCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.470, Lanes on structure: 3, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3530028P, Location: 1.1 MILES NORTH OF MD ROU (Lat: 39.005333, Lng: -76.863944), Route carried "on" structure: Federal lands road 2, Year Built: 1966, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 40,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 44,000 (year 2032), Design Load: HS 20, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: BW PARKWAY (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.230, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.7m (48.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 3530028P, Location: 1.1 MILES NORTH OF MD ROU (Lat: 39.005333, Lng: -76.863944), Route carried "on" structure: Federal lands road 2, Year Built: 1966, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 40,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 44,000 (year 2032), Design Load: HS 20, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: BW PARKWAY (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.230, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.7m (48.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 3530032P, Location: 0.1 MILES NORTH OF BEAVER (Lat: 39.022583, Lng: -76.857056), Route carried "on" structure: Federal lands road 1, Year Built: 1953, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 80,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 88,000 (year 2033), Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.230, Lanes on structure: 4, Owner: National Park Service, Approaching Roadway Width: 22.1m (72.5ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 22.2m (72.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2018)
Structure Number: 3530032P, Location: 0.1 MILES NORTH OF BEAVER (Lat: 39.022583, Lng: -76.857056), Route carried "on" structure: Federal lands road 1, Year Built: 1953, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 80,000 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 88,000 (year 2033), Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: BW PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.230, Lanes on structure: 4, Owner: National Park Service, Approaching Roadway Width: 22.1m (72.5ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 22.2m (72.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2018)
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Structure Number: 100000160140011, Location: 0.58 MILE NORTH OF MD 193 (Lat: 39.002444, Lng: -76.895411), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 212,472 (year 2011), Truck Traffic: 10%, Features Intersected: IS 95, Facility Carried by Structure: MD 201 NBR
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 37.071, Lanes on structure: 3, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 100000160140011, Location: 0.58 MILE NORTH OF MD 193 (Lat: 39.002444, Lng: -76.895411), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 212,472 (year 2011), Truck Traffic: 10%, Features Intersected: IS 95, Facility Carried by Structure: MD 201 NBR
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 37.071, Lanes on structure: 3, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 100000160140012, Location: 0.58 MILE NORTH OF MD 193 (Lat: 39.003444, Lng: -76.895075), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 212,472 (year 2011), Features Intersected: IS 95, Facility Carried by Structure: MD 201 SBR
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 37.071, Lanes on structure: 3, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 100000160140012, Location: 0.58 MILE NORTH OF MD 193 (Lat: 39.003444, Lng: -76.895075), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 212,472 (year 2011), Features Intersected: IS 95, Facility Carried by Structure: MD 201 SBR
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 37.071, Lanes on structure: 3, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 100000160141015, Location: 0.47 MILE WEST OF MD 295 (Lat: 38.995578, Lng: -76.889194), Route carried "under" structure: State highway 193, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 48,870 (year 2009), Features Intersected: MD 193, Facility Carried by Structure: IS 95 IL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.314, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 100000160141015, Location: 0.47 MILE WEST OF MD 295 (Lat: 38.995578, Lng: -76.889194), Route carried "under" structure: State highway 193, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 48,870 (year 2009), Features Intersected: MD 193, Facility Carried by Structure: IS 95 IL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.314, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 100000160141016, Location: 0.47 MILE WEST OF MD 295 (Lat: 38.996058, Lng: -76.889936), Route carried "under" structure: State highway 193, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 48,870 (year 2009), Features Intersected: MD 193, Facility Carried by Structure: IS 95 OL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.314, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 100000160141016, Location: 0.47 MILE WEST OF MD 295 (Lat: 38.996058, Lng: -76.889936), Route carried "under" structure: State highway 193, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 48,870 (year 2009), Features Intersected: MD 193, Facility Carried by Structure: IS 95 OL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.314, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 100000160142011, Location: 0.34 MILE SOUTH OF MD 193 (Lat: 38.991183, Lng: -76.886408), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 220,640 (year 2009), Features Intersected: IS 95/495
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 35.591, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 100000160142011, Location: 0.34 MILE SOUTH OF MD 193 (Lat: 38.991183, Lng: -76.886408), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 220,640 (year 2009), Features Intersected: IS 95/495
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 35.591, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 100000160142012, Location: 0.34 MILE SOUTH OF MD 193 (Lat: 38.992169, Lng: -76.885700), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 220,640 (year 2009), Features Intersected: IS 95/495
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 35.591, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 100000160142012, Location: 0.34 MILE SOUTH OF MD 193 (Lat: 38.992169, Lng: -76.885700), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 220,640 (year 2009), Features Intersected: IS 95/495
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 35.591, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 10000016022201, Location: 0.53 MILE SOUTH OF IS 95 (Lat: 38.996136, Lng: -76.900719), Route carried "under" structure: State highway 201, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 46,710 (year 2009), Features Intersected: MD 201, Facility Carried by Structure: MD 193
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.684, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m
Structure Number: 10000016022201, Location: 0.53 MILE SOUTH OF IS 95 (Lat: 38.996136, Lng: -76.900719), Route carried "under" structure: State highway 201, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 46,710 (year 2009), Features Intersected: MD 201, Facility Carried by Structure: MD 193
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.684, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m
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Structure Number: 200000P-011701, Location: 0.58 MI N OF MD 201 (Lat: 39.009814, Lng: -76.900397), Route carried "under" structure: Interstate 95, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 210,221 (year 2016), Truck Traffic: 10%, Features Intersected: I-95/I-495, Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 38.021, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft)
Structure Number: 200000P-011701, Location: 0.58 MI N OF MD 201 (Lat: 39.009814, Lng: -76.900397), Route carried "under" structure: Interstate 95, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 210,221 (year 2016), Truck Traffic: 10%, Features Intersected: I-95/I-495, Facility Carried by Structure: CHERRYWOOD LANE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 38.021, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft)