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

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Structure Number: 300000BCW54401,  Location: 0.3 MI E RUSSELL ST (Lat: 39.268261,  Lng: -76.629681),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 35,059 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,603 (year 2041),  Design Load: HS 20,  Features Intersected: OLD ANNAN RD,MIDDLE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.530,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: November 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: 300000BCW54501,  Location: SB ON RAMP FROM I-395 SB (Lat: 39.268325,  Lng: -76.625442),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1977,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 34,476 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,811 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BR, I 95 RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.8m (219.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Underwater Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCW546011,  Location: Milepost M52.6 (Lat: 39.267572,  Lng: -76.626189),  Route carried "on" structure: Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 43.56m (142.91ft),  Average Daily Traffic: 60,992 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 82,815 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 84.633,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Meets minimum limits,  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: August 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW546012,  Location: Milepost M52.8 (Lat: 39.267628,  Lng: -76.625469),  Route carried "on" structure: Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 42.67m (139.99ft),  Average Daily Traffic: 68,141 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 92,521 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 84.955,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 74.4 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: 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,  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: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW54701,  Location: 0.6 MI E RUSSELL ST (Lat: 39.267281,  Lng: -76.626411),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 11,737 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,937 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.012,  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: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 55.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW54801,  Location: SB OFF RAMP TO MD 295 SB (Lat: 39.267753,  Lng: -76.624372),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 15,504 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,051 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BRNCH, LIGHT RAIL
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.000,  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: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW551011,  Location: Milepost M52.8 (Lat: 39.266878,  Lng: -76.614300),  Route carried "on" structure: Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 60.75m (199.31ft),  Average Daily Traffic: 66,316 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,043 (year 2041),  Design Load: HS 20,  Features Intersected: RACE ST, HANOVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.955,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW551012,  Location: Milepost M53.1 (Lat: 39.266700,  Lng: -76.615208),  Route carried "on" structure: Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 56.45m (185.20ft),  Average Daily Traffic: 73,769 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 100,163 (year 2041),  Design Load: HS 20,  Features Intersected: RCE ST, HNVR ST, I95 RPJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.438,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW55201,  Location: Milepost M55.2 (Lat: 39.267428,  Lng: -76.614400),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 31.52m (103.41ft),  Average Daily Traffic: 10,013 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,596 (year 2041),  Design Load: HS 20,  Features Intersected: HANOVER ST, I-95
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 88.817,  Lanes on structure: 1,  Lanes under structure: 4,  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: 10,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.8 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: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCW55301,  Location: Milepost M55.3 (Lat: 39.266750,  Lng: -76.616789),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 34.72m (113.91ft),  Average Daily Traffic: 10,039 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,630 (year 2041),  Design Load: HS 20,  Features Intersected: WESTERN MD RR,McCOMAS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.978,  Lanes on structure: 1,  Lanes under structure: 2,  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: 12,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCW554011,  Location: Milepost M53.2 (Lat: 39.267089,  Lng: -76.608558),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 76.20m (250.00ft),  Average Daily Traffic: 58,406 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 79,304 (year 2041),  Design Load: HS 20,  Features Intersected: WB MCCOMAS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.599,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW554012,  Location: Milepost M53.6 (Lat: 39.266839,  Lng: -76.608850),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 75.59m (248.00ft),  Average Daily Traffic: 65,378 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,770 (year 2041),  Design Load: HS 20,  Features Intersected: WB MCCOMAS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.242,  Lanes on structure: 4,  Lanes under structure: 4,  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: 20,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: 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: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW55601,  Location: NB OFF RAMP TO MCC ST (Lat: 39.266558,  Lng: -76.611683),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 26.43m (86.71ft),  Average Daily Traffic: 7,909 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,739 (year 2041),  Design Load: HS 20,  Features Intersected: WB MCCOMAS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  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: 7,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 300000BCW55701,  Location: SB ON RAMP FROM MCC ST (Lat: 39.267361,  Lng: -76.607183),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1978,  Status: Open,  Structure Length: 21.79m (71.49ft),  Average Daily Traffic: 8,391 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,393 (year 2041),  Design Load: HS 20,  Features Intersected: WB MCCOMAS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 7,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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,  Inspection Date: December 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: 300000BCW558011,  Location: Milepost M53.7 (Lat: 39.266778,  Lng: -76.600189),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 64.92m (212.99ft),  Average Daily Traffic: 58,406 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 79,304 (year 2041),  Design Load: HS 20,  Features Intersected: KEY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.403,  Lanes on structure: 4,  Lanes under structure: 6,  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: 14,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW558012,  Location: Milepost M54.0 (Lat: 39.266708,  Lng: -76.601278),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 64.92m (212.99ft),  Average Daily Traffic: 65,378 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,770 (year 2041),  Design Load: HS 20,  Features Intersected: KEY HWY, WB MCCOMAS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.886,  Lanes on structure: 4,  Lanes under structure: 6,  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: 14,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

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: 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,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW56201,  Location: Milepost M56.2 (Lat: 39.265450,  Lng: -76.558089),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 5,247 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,125 (year 2041),  Design Load: HS 20,  Features Intersected: PROPOSED CANTON RR TRACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.426,  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: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.8 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,  Inspection Date: October 2021,  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: 300000BCW56301,  Location: Milepost M56.3 (Lat: 39.265653,  Lng: -76.558500),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1978,  Status: Open,  Structure Length: 35.60m (116.80ft),  Average Daily Traffic: 3,828 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 5,197 (year 2041),  Design Load: HS 20,  Features Intersected: RR TRACK, WETLANDS
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 90.587,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 300000BCW56401,  Location: Milepost M56.4 (Lat: 39.266733,  Lng: -76.558694),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1977,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 5,273 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,159 (year 2041),  Design Load: HS 20,  Features Intersected: VACANT LOT / WETLANDS
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 90.748,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.17m (43.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 300000BCW56501,  Location: Milepost M56.5 (Lat: 39.265231,  Lng: -76.558589),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 3,245 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,406 (year 2041),  Design Load: HS 20,  Features Intersected: KEITH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.909,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 300000BCW56601,  Location: Milepost M56.6 (Lat: 39.268889,  Lng: -76.558469),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 23.59m (77.40ft),  Average Daily Traffic: 3,828 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 5,197 (year 2041),  Design Load: HS 20,  Features Intersected: FROM KEITH AVE SPUR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 91.069,  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: 10,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.56m (77.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,262,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,388,000,  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: 300000BCW567011,  Location: Milepost M56.7 (Lat: 39.268539,  Lng: -76.559489),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 60,485 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,127 (year 2041),  Design Load: HS 20,  Features Intersected: CONRAIL YARDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.230,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 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: 300000BCW567012,  Location: Milepost M56.7 (Lat: 39.269039,  Lng: -76.559258),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 68,369 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 92,831 (year 2041),  Design Load: HS 20,  Features Intersected: CONRAIL YARDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.230,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: High priority of corrective action,  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: 300000BCW56801,  Location: Milepost M56.8 (Lat: 39.268656,  Lng: -76.560681),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 3,726 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 5,060 (year 2041),  Design Load: HS 20,  Features Intersected: TO KEITH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.391,  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: 7,  Number Of Approach Spans: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Inspection Date: September 2021,  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: 300000BCW569011,  Location: Milepost M56.9 (Lat: 39.269978,  Lng: -76.557658),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 38.10m (125.00ft),  Average Daily Traffic: 64,313 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,324 (year 2041),  Design Load: HS 20,  Features Intersected: CONRAIL YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.552,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.9 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 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,  Inspection Date: December 2021,  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: 300000BCW569012,  Location: Milepost M56.9 (Lat: 39.270228,  Lng: -76.557747),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 53.89m (176.80ft),  Average Daily Traffic: 72,095 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 97,891 (year 2041),  Design Load: HS 20,  Features Intersected: CONRAIL YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.552,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $200,000,000,  Roadway Improvement Cost: $100,000,000,  Total Project Cost: $300,000,000,  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: 300000BCW570011,  Location: Milepost M57.0 (Lat: 39.273039,  Lng: -76.553839),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 58.89m (193.21ft),  Average Daily Traffic: 64,313 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,324 (year 2041),  Design Load: HS 20,  Features Intersected: S PONCA ST, I 895
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.713,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.7 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: Meets minimum limits,  Underclear: Equal 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: December 2021,  Critical Feature Inspection Date: December 2021,  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: 300000BCW570012,  Location: Milepost M57.0 (Lat: 39.273628,  Lng: -76.553550),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 43.10m (141.40ft),  Average Daily Traffic: 72,095 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 97,891 (year 2041),  Design Load: HS 20,  Features Intersected: S PONCA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.713,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.10m (141.40ft),  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: $14,592,000,  Roadway Improvement Cost: $1,459,000,  Total Project Cost: $16,051,000,  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: 300000BCW57101,  Location: Milepost M57.1 (Lat: 39.273619,  Lng: -76.552850),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 34.26m (112.40ft),  Average Daily Traffic: 6,591 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,949 (year 2041),  Design Load: HS 20,  Features Intersected: UTILITY ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.874,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.23m (112.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,121,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $5,633,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW57201,  Location: MILEPOST 57.2 (Lat: 39.276269,  Lng: -76.552758),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 18.62m (61.09ft),  Average Daily Traffic: 7,352 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,982 (year 2041),  Design Load: HS 20,  Features Intersected: FROM INTERSTATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.035,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCW57501,  Location: MILEPOST 57.5 (Lat: 39.281556,  Lng: -76.550961),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 12,092 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,418 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP L TO ODONNELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.518,  Lanes on structure: 1,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.55m (37.89ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000BCW576011,  Location: MILEPOST 57.6 (Lat: 39.275597,  Lng: -76.551844),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 76.35m (250.49ft),  Average Daily Traffic: 57,722 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 78,375 (year 2041),  Design Load: HS 20,  Features Intersected: BOSTON ST, ODONNELL S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.678,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.29m (250.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $18,622,000,  Roadway Improvement Cost: $1,862,000,  Total Project Cost: $20,484,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW576012,  Location: MILEPOST 57.6 (Lat: 39.275642,  Lng: -76.552086),  Route carried "on" structure: Interstate 95,  Year Built: 1980,  Status: Open,  Structure Length: 76.35m (250.49ft),  Average Daily Traffic: 64,724 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,882 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE O'DONNELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.678,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 76.29m (250.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $18,622,000,  Roadway Improvement Cost: $1,862,000,  Total Project Cost: $20,484,000,  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: 300000BCW579011,  Location: MILEPOST 57.9 (Lat: 39.284233,  Lng: -76.540847),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 69,003 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,692 (year 2041),  Design Load: HS 20,  Features Intersected: GUSRYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.161,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 300000BCW579012,  Location: MILEPOST 57.9 (Lat: 39.284486,  Lng: -76.540861),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 76,836 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,328 (year 2041),  Design Load: HS 20,  Features Intersected: GUSRYAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.161,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 300000BCW58001,  Location: MILEPOST 58.0 (Lat: 39.284111,  Lng: -76.540836),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,851 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,513 (year 2041),  Design Load: HS 20,  Features Intersected: GUSRYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.322,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 300000BCW581011,  Location: 0.4 MI S OF EASTERN AVE. (Lat: 39.284239,  Lng: -76.540944),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 24.32m (79.79ft),  Average Daily Traffic: 69,003 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 93,692 (year 2041),  Design Load: HS 20,  Features Intersected: DUNDALK AVE,KANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.515,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: September 2021,  Critical Feature Inspection Date: September 2021,  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: 300000BCW581012,  Location: 0.4 MI. S OF EASTERN AVE. (Lat: 39.284403,  Lng: -76.539658),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 27.80m (91.21ft),  Average Daily Traffic: 76,836 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,328 (year 2041),  Design Load: HS 20,  Features Intersected: DUNDALK AVE,KANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.515,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.33m (86.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $8,077,000,  Roadway Improvement Cost: $808,000,  Total Project Cost: $8,885,000,  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: 300000BCW58601,  Location: MILEPOST 58.6 (Lat: 39.287831,  Lng: -76.532733),  Route carried "on" structure: City street 150,  Year Built: 1971,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 41,378 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,393 (year 2041),  Design Load: HS 20,  Features Intersected: IS 95,  Facility Carried by Structure: EASTERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.287,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $200,000,000,  Roadway Improvement Cost: $100,000,000,  Total Project Cost: $300,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000BCW59401,  Location: NB OFF RAMP TO MORAVIA (Lat: 39.301142,  Lng: -76.529983),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1974,  Status: Open,  Structure Length: 24.45m (80.22ft),  Average Daily Traffic: 6,819 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,259 (year 2041),  Design Load: HS 20,  Features Intersected: HERRING RUN, QUAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.575,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum 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