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

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Structure Number: 300000BCW59501,  Location: SB ON RAMP FROM MORAVIA (Lat: 39.300506,  Lng: -76.530683),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 29.66m (97.31ft),  Average Daily Traffic: 6,464 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,777 (year 2041),  Design Load: HS 20,  Features Intersected: QUAD AVE, HERRING RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.736,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW596011,  Location: MILEPOST 59.6 (Lat: 39.294644,  Lng: -76.531244),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 97.57m (320.11ft),  Average Daily Traffic: 70,879 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 96,239 (year 2041),  Design Load: HS 20,  Features Intersected: KANE, NORTH PT, HERRING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.896,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Number Of Approach Spans: 2,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW596012,  Location: MILEPOST 59.6 (Lat: 39.294483,  Lng: -76.531583),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 97.93m (321.29ft),  Average Daily Traffic: 67,634 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 91,833 (year 2041),  Design Load: HS 20,  Features Intersected: KANE, NORTH PT, HERRING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.896,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Number Of Approach Spans: 2,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW598011,  Location: MILEPOST 59.8 (Lat: 39.304714,  Lng: -76.530356),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 64,059 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 86,980 (year 2041),  Design Load: HS 20,  Features Intersected: B & O RR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 96.218,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.13m (39.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,961,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $3,257,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW598012,  Location: MILEPOST 59.8 (Lat: 39.304592,  Lng: -76.530597),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 68,217 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,625 (year 2041),  Design Load: HS 20,  Features Intersected: B & O RR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 96.218,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW59901,  Location: MILEPOST 59.9 (Lat: 39.304889,  Lng: -76.529806),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 6,819 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,259 (year 2041),  Design Load: HS 20,  Features Intersected: I95 NB, I95 SB, CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.379,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW60001,  Location: MILEPOST 60.0 (Lat: 39.304967,  Lng: -76.532161),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 6,464 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,777 (year 2041),  Design Load: HS 20,  Features Intersected: CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.540,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW601011,  Location: IS 95 AT US RTE 40 (Lat: 39.308944,  Lng: -76.531222),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 56,885 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 77,239 (year 2041),  Design Load: HS 20,  Features Intersected: US 40(PULASKI HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.701,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 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: 36.3m (119.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW601012,  Location: MILEPOST 60.1 (Lat: 39.308750,  Lng: -76.531500),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 62,158 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,398 (year 2041),  Design Load: HS 20,  Features Intersected: US 40(PULASKI HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.701,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 2 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: 36.0m (118.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCW60201,  Location: Moravia Road RampC Pul HW (Lat: 39.307408,  Lng: -76.534728),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 6,464 (year 2019),  Average Future Daily Traffic: 8,777 (year 2041),  Design Load: HS 20,  Features Intersected: US40 (Pulaski Highway),  Facility Carried by Structure: EB Moravia Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.686,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 300000BCW60402,  Location: MILEPOST 60.4 (Lat: 39.314158,  Lng: -76.532792),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 121,313 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 161,182 (year 2041),  Design Load: HS 20,  Features Intersected: MOORES RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.184,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 300000BCWT0201,  Location: Milepost 0.2 (Lat: 39.267503,  Lng: -76.620567),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1979,  Status: Open,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 15,641 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,237 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Underwater Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCWT0601,  Location: NB ON RAMP FROM I-395 SB (Lat: 39.272581,  Lng: -76.622175),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1979,  Status: Open,  Structure Length: 88.27m (289.60ft),  Average Daily Traffic: 15,362 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,859 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BR, RAMP G&H, I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCWT08011,  Location: Milepost M0.8 (Lat: 39.273839,  Lng: -76.620997),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1979,  Status: Open,  Structure Length: 104.61m (343.21ft),  Average Daily Traffic: 48,089 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,295 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 65.2m (213.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Underwater Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT08012,  Location: Milepost M0.6 (Lat: 39.274978,  Lng: -76.620939),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1976,  Status: Open,  Structure Length: 87.48m (287.01ft),  Average Daily Traffic: 49,585 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,326 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRNCH, LIGHT RAIL
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCWT11011,  Location: Milepost 1.1 (Lat: 39.275981,  Lng: -76.620181),  Route carried "on" structure: Interstate 395,  Year Built: 1981,  Status: Open,  Structure Length: 30.66m (100.59ft),  Average Daily Traffic: 26,190 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,797 (year 2041),  Design Load: HS 20,  Features Intersected: OSTEND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT11012,  Location: Milepost 1.1 (Lat: 39.276219,  Lng: -76.620228),  Route carried "on" structure: Interstate 395,  Year Built: 1981,  Status: Open,  Structure Length: 30.66m (100.59ft),  Average Daily Traffic: 49,838 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,670 (year 2041),  Design Load: HS 20,  Features Intersected: OSTEND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT1201,  Location: MILEPOST 1.2 (Lat: 39.276447,  Lng: -76.619719),  Route carried "on" structure: Spur Interstate 395,  Year Built: 1981,  Status: Open,  Structure Length: 23.93m (78.51ft),  Average Daily Traffic: 21,421 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,085 (year 2041),  Design Load: HS 20,  Features Intersected: STADIUM LOT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 90.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT14011,  Location: Milepost 1.4 (Lat: 39.278008,  Lng: -76.619219),  Route carried "on" structure: Interstate 395,  Year Built: 1982,  Status: Open,  Structure Length: 25.82m (84.71ft),  Average Daily Traffic: 28,544 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,757 (year 2041),  Design Load: HS 20,  Features Intersected: HAMBURG ST
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT14012,  Location: Milepost 1.4 (Lat: 39.279850,  Lng: -76.618958),  Route carried "on" structure: Interstate 395,  Year Built: 1982,  Status: Open,  Structure Length: 19.78m (64.90ft),  Average Daily Traffic: 30,420 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,304 (year 2041),  Design Load: HS 20,  Features Intersected: HAMBURG ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 78.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT3201,  Location: Milepost 3.2 (Lat: 39.470744,  Lng: -77.036461),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1980,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 9,126 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,391 (year 2041),  Design Load: HS 20,  Features Intersected: STADIUM LOT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 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: 300000BCWT3401,  Location: Milepost M3.4 (Lat: 39.280419,  Lng: -76.623119),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1980,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 2,256 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,063 (year 2041),  Design Load: HS 20,  Features Intersected: STADIUM LOT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 89.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCWT36011,  Location: Milepost M3.6 (Lat: 39.280689,  Lng: -76.621397),  Route carried "on" structure: Spur Interstate 395,  Year Built: 1980,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 27,885 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,862 (year 2041),  Design Load: HS 20,  Features Intersected: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 56.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.05m (62.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,066,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $2,273,000,  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: 300000BCWT36012,  Location: Milepost M3.6 (Lat: 39.281189,  Lng: -76.623658),  Route carried "on" structure: Spur Interstate 395,  Year Built: 1980,  Status: Open,  Structure Length: 18.93m (62.11ft),  Average Daily Traffic: 17,162 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,302 (year 2041),  Design Load: HS 20,  Features Intersected: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.93m (62.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $1,610,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,771,000,  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: 300000BCWT3801,  Location: Milepost M3.8 (Lat: 39.279453,  Lng: -76.619117),  Route carried "on" structure: Ramp Interstate 395,  Year Built: 1982,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 2,687 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,649 (year 2041),  Design Load: HS 20,  Features Intersected: STADIUM LOT & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.114,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 59.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 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: 300000BCWT40011,  Location: Milepost M4.0 (Lat: 39.277575,  Lng: -76.641869),  Route carried "on" structure: Spur Interstate 395,  Year Built: 1982,  Status: Open,  Structure Length: 45.66m (149.80ft),  Average Daily Traffic: 21,446 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,119 (year 2041),  Design Load: HS 20,  Features Intersected: HAMBURG ST & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.436,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 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: 300000BCWT40012,  Location: Milepost M4.0 (Lat: 39.280447,  Lng: -76.621567),  Route carried "on" structure: Spur Interstate 395,  Year Built: 1982,  Status: Open,  Structure Length: 42.25m (138.62ft),  Average Daily Traffic: 19,418 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,366 (year 2041),  Design Load: HS 20,  Features Intersected: HAMBURG ST & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.436,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 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: 300000BCX14601,  Location: ETL's at I-895 and I-95 (Lat: 39.319047,  Lng: -76.556589),  Route carried "on" structure: Interstate 895,  Year Built: 2011,  Status: Open,  Structure Length: 60.70m (199.15ft),  Average Daily Traffic: 72,287 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 91,957 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-95 SOUTHBOUND, MOORES
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 23.652,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 86.9m (285.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCY07001,  Location: Milepost M7.0 (Lat: 39.239478,  Lng: -76.613458),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 69,152 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 87,970 (year 2041),  Design Load: HS 20,  Features Intersected: PATAPSCO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.183,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300000BCY07101,  Location: Milepost M7.1 (Lat: 39.239969,  Lng: -76.610878),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 74,587 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,882 (year 2041),  Design Load: HS 20,  Features Intersected: POTEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.424,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCY07201,  Location: Milepost M7.2 (Lat: 39.240219,  Lng: -76.608819),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 74,587 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,882 (year 2041),  Design Load: HS 20,  Features Intersected: HANOVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.569,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCY07801,  Location: Milepost M7.8 (Lat: 39.240778,  Lng: -76.599972),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 53.52m (175.59ft),  Average Daily Traffic: 74,587 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,882 (year 2041),  Design Load: HS 20,  Features Intersected: CSXT RR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 12.679,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 11,  Length of Maximum Span: 147.5m (483.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCY07902,  Location: Milepost M7.9 (Lat: 39.242531,  Lng: -76.595219),  Route carried "on" structure: City street 895,  Year Built: 1957,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 50,800 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,495 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FRANKFURST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.711,  Lanes on structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 300000BCY08001,  Location: Milepost M8.0 (Lat: 39.240919,  Lng: -76.593258),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 74,587 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,882 (year 2041),  Design Load: HS 20,  Features Intersected: FRANKFURST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.952,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,059,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,265,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCY08101,  Location: Milepost M8.1 (Lat: 39.239111,  Lng: -76.591031),  Route carried "on" structure: Ramp Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 2,452 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,119 (year 2041),  Design Load: HS 20,  Features Intersected: FRANKFURST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.081,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCY08201,  Location: Milepost M8.2 (Lat: 39.240947,  Lng: -76.590319),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 82,953 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 105,525 (year 2041),  Design Load: HS 20,  Features Intersected: FUT MARINE TERM ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.226,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCY08501,  Location: Milepost M8.5 (Lat: 39.240981,  Lng: -76.585331),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 82,953 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 105,525 (year 2041),  Design Load: HS 20,  Features Intersected: CHILDS ST, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.628,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.8m (78.1ft)

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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCY10201,  Location: Milepost M10.2 (Lat: 39.266858,  Lng: -76.560000),  Route carried "on" structure: Interstate 895,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 100.92m (331.10ft),  Average Daily Traffic: 82,953 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 105,525 (year 2041),  Design Load: HS 20,  Features Intersected: CITY STREETS,B&O,PA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.412,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Number Of Approach Spans: 2,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 300000BCY10301,  Location: Milepost M11.1 (Lat: 39.272189,  Lng: -76.554450),  Route carried "on" structure: Ramp Interstate 895,  Year Built: 2020,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 3,033 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,858 (year 2041),  Features Intersected: S PONCA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.860,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 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: 48.6 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000BCY11201,  Location: Milepost M11.2 (Lat: 39.277408,  Lng: -76.553111),  Route carried "on" structure: Interstate 895,  Year Built: 1957,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 77,721 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 98,869 (year 2041),  Design Load: HS 20,  Features Intersected: BOSTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.021,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete