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

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Structure Number: 10000003009701,  Location: 0.82 MILE EAST OF MD 695 (Lat: 39.300886,  Lng: -76.491433),  Route carried "on" structure: State highway 150,  Year Built: 1988,  Status: Open,  Structure Length: 45.96m (150.79ft),  Average Daily Traffic: 29,630 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,504 (year 2026),  Design Load: HS 20,  Features Intersected: BACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 45.96m (150.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: December 2019,  Bridge Improvement Cost: $6,080,000,  Roadway Improvement Cost: $608,000,  Total Project Cost: $6,688,000,  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: 100000030098013,  Location: 0.21 M S OF CONLEY STREET (Lat: 39.293397,  Lng: -76.516778),  Route carried "on" structure: State highway 151,  Year Built: 1942,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 23,941 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,944 (year 2026),  Design Load: H 20,  Features Intersected: MD 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.004,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $482,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $530,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000030098014,  Location: 0.21 M S OF CONLEY STREET (Lat: 39.293458,  Lng: -76.517639),  Route carried "on" structure: State highway 151,  Year Built: 1942,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 23,941 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,944 (year 2026),  Design Load: H 20,  Features Intersected: MD 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.004,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $482,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $530,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000030223015,  Location: 0.62 MILE NORTH OF MD 150 (Lat: 39.289272,  Lng: -76.501119),  Route carried "on" structure: State highway 695,  Year Built: 1967,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MD 151 NBR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030223016,  Location: 0.62 MILE NORTH OF MD 150 (Lat: 39.288628,  Lng: -76.499900),  Route carried "on" structure: State highway 695,  Year Built: 1967,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20,  Features Intersected: MD 151 NBR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.656,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $870,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $957,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030224015,  Location: 0.18 MILE SOUTH OF MD 151 (Lat: 39.291408,  Lng: -76.502869),  Route carried "on" structure: State highway 695,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.382,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $589,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $648,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030224016,  Location: 0.18 MILE SOUTH OF MD 151 (Lat: 39.290728,  Lng: -76.502033),  Route carried "on" structure: State highway 695,  Year Built: 1966,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.382,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000030225015,  Location: 0.26 MILE SOUTH OF MD 151 (Lat: 39.292672,  Lng: -76.503492),  Route carried "on" structure: State highway 695,  Year Built: 1966,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MD 695 RMP 1(MERRITT BL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.241,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $903,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030225016,  Location: 0.26 MILE SOUTH OF MD 151 (Lat: 39.292425,  Lng: -76.503064),  Route carried "on" structure: State highway 695,  Year Built: 1966,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MD 695 RMP 1(MERRITT BL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.241,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $708,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $779,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030226015,  Location: 0.62 MILE SOUTH OF MD 151 (Lat: 39.297047,  Lng: -76.503058),  Route carried "on" structure: State highway 695,  Year Built: 1965,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20,  Features Intersected: MD 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.618,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $867,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000030226016,  Location: 0.62 MILE SOUTH OF MD 151 (Lat: 39.297192,  Lng: -76.502550),  Route carried "on" structure: State highway 695,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 41,012 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,055 (year 2026),  Design Load: HS 20,  Features Intersected: MD 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.618,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,454,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $2,699,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000030238016,  Location: 0.75 MILE SOUTH OF MD 150 (Lat: 39.302392,  Lng: -76.500808),  Route carried "on" structure: State highway 695,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 65.65m (215.39ft),  Average Daily Traffic: 69,922 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,150 (year 2028),  Design Load: HS 20,  Features Intersected: AMTRAK & BACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.438,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 39,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030242013,  Location: 0.21 MI N OF MD 695 (Lat: 39.289828,  Lng: -76.503992),  Route carried "on" structure: State highway 151,  Year Built: 1968,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 30,031 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,426 (year 2026),  Design Load: HS 20,  Features Intersected: MERRITT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.831,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.2 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000030242014,  Location: 0.21 MI N OF MD 695 (Lat: 39.289792,  Lng: -76.504678),  Route carried "on" structure: State highway 151,  Year Built: 1968,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 30,031 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,426 (year 2026),  Design Load: HS 20,  Features Intersected: MERRITT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.831,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Equal to present minimum criteria,  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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000003024401,  Location: 1.78 MI N OF MD 20D (Lat: 39.270336,  Lng: -76.465011),  Route carried "on" structure: County highway 5524,  Year Built: 1970,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 999 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,319 (year 2022),  Design Load: HS 20,  Features Intersected: MD 695,  Facility Carried by Structure: BEACHWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003024701,  Location: 0.38 MI S OF MD 151 (Lat: 39.281606,  Lng: -76.483758),  Route carried "on" structure: County highway 5510,  Year Built: 1970,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 999 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,178 (year 2012),  Design Load: HS 20,  Features Intersected: MD 695,  Facility Carried by Structure: TRAPPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003024801,  Location: 1.03 MI S OF MD 151 (Lat: 39.277558,  Lng: -76.472894),  Route carried "on" structure: County highway 5820,  Year Built: 1971,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 5,699 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,571 (year 2026),  Design Load: HS 20,  Features Intersected: MD 695,  Facility Carried by Structure: COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 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: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003024901,  Location: 500' N. OF MD 695 (Lat: 39.278872,  Lng: -76.471797),  Route carried "on" structure: County highway 5820,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 5,699 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,571 (year 2026),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.2 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: 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003025801,  Location: 0.47 MI W OF MD 150 (Lat: 39.301628,  Lng: -76.500739),  Route carried "on" structure: County highway 5135,  Year Built: 1970,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 999 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,152 (year 2014),  Design Load: H 15,  Features Intersected: MD 695,  Facility Carried by Structure: DIAMOND POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $598,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003027201,  Location: 1.01 MILES N OF MD 20B (Lat: 39.283342,  Lng: -76.490108),  Route carried "on" structure: State highway 151,  Year Built: 1971,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 15,651 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,487 (year 2026),  Design Load: HS 20,  Features Intersected: MD 695
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.447,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000030290015,  Location: 0.37 MILE SOUTH OF MD 151 (Lat: 39.251508,  Lng: -76.456628),  Route carried "on" structure: State highway 695,  Year Built: 1974,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 18.84m (61.81ft),  Average Daily Traffic: 34,762 (year 0009),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,522 (year 0029),  Design Load: HS 20,  Features Intersected: NORFOLK S'RN RR,MORSE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.847,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 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: 58.5m (191.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 65.8 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: 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,  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

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Structure Number: 100000030290016,  Location: 0.26 MILE NORTH OF US 1 (Lat: 39.250525,  Lng: -76.455675),  Route carried "on" structure: State highway 695,  Year Built: 1974,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 19.57m (64.21ft),  Average Daily Traffic: 34,762 (year 0009),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,522 (year 0029),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,MORS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.847,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 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: 61.9m (203.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 10000003030501,  Location: .08 MILE SOUTH OF MD 695B (Lat: 39.250586,  Lng: -76.522681),  Route carried "on" structure: State highway 695A,  Year Built: 1937,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 7,360 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,040 (year 2029),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003037001,  Location: I-695 AT MD 151 (Lat: 39.245694,  Lng: -76.456103),  Route carried "on" structure: State highway 695,  Year Built: 1995,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 21,732 (year 2006),  Average Future Daily Traffic: 25,056 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 151
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.465,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 200000B-007901,  Location: 0.9 MI W OF NORTH PT RD (Lat: 39.261253,  Lng: -76.478089),  Route carried "on" structure: County highway 5560,  Year Built: 1948,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 14,960 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,590 (year 2042),  Design Load: H 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: WISE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 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: 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,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-032902,  Location: 0.31 MI S. OF MD 208 (Lat: 39.283331,  Lng: -76.506042),  Route carried "on" structure: County highway 5460,  Year Built: 1958,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 45,947 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,275 (year 2041),  Design Load: HS 20,  Features Intersected: BREAD AND CHEESE CREEK,  Facility Carried by Structure: MERRITT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000B-059902,  Location: 0.8 MI EAST OF MD 157 (Lat: 39.273044,  Lng: -76.493853),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 18,600 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,800 (year 2039),  Features Intersected: TRIBUTARY TO BEAR CREEK,  Facility Carried by Structure: TRAPPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 300000B-Z439015,  Location: 0.3 MI W OF MD 151 (Lat: 39.242119,  Lng: -76.459569),  Route carried "on" structure: Interstate 695,  Year Built: 1997,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 11,133 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,892 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: P AND B RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.064,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 58.0 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,  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: 300000B-Z439016,  Location: 0.3 MI W OF MD 151 (Lat: 39.242042,  Lng: -76.459453),  Route carried "on" structure: Interstate 695,  Year Built: 1997,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 12,337 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,177 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: P AND B RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.064,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.8 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: Somewhat better than minimum adequacy,  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: 300000B-Z448015,  Location: 1.2 MI W OF MD 151 (Lat: 39.237181,  Lng: -76.474125),  Route carried "on" structure: Interstate 695,  Year Built: 1998,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 10,682 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,410 (year 2041),  Design Load: HS 20,  Features Intersected: PENINSULA EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 76.2 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: Equal to present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-Z448016,  Location: 1.2 MI W OF MD 151 (Lat: 39.237028,  Lng: -76.473914),  Route carried "on" structure: Interstate 695,  Year Built: 1998,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,760 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,561 (year 2041),  Design Load: HS 20,  Features Intersected: PENINSULA EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 300000B-Z462015,  Location: MILEPOST M46.2 (Lat: 39.233389,  Lng: -76.504625),  Route carried "on" structure: State highway 695,  Year Built: 1975,  Status: Open,  Structure Length: 119.05m (390.58ft),  Average Daily Traffic: 14,819 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,829 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.336,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 37,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 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: 27.5 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000B-Z462016,  Location: MILEPOST M46.2 (Lat: 39.233267,  Lng: -76.504550),  Route carried "on" structure: State highway 695,  Year Built: 1997,  Status: Open,  Structure Length: 112.11m (367.81ft),  Average Daily Traffic: 15,948 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,034 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.336,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 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: 31.1 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: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2019,  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: 100000030098013,  Location: 0.10 MI N OF MD 718 (Lat: 39.293397,  Lng: -76.516778),  Route carried "under" structure: State highway 150,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 28,590 (year 2009),  Features Intersected: MD 150,  Facility Carried by Structure: MD 151 SBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.255,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 100000030098014,  Location: 0.10 MI N OF MD 718 (Lat: 39.293458,  Lng: -76.517639),  Route carried "under" structure: State highway 150,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 28,590 (year 2009),  Features Intersected: MD 150,  Facility Carried by Structure: MD 151 NBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.255,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 100000030223015,  Location: 0.94 MILE SOUTH OF MD 150 (Lat: 39.289272,  Lng: -76.501119),  Route carried "under" structure: State highway 151,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 15,651 (year 2009),  Features Intersected: MD 151 NBR,  Facility Carried by Structure: MD 695 IL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.509,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 100000030223016,  Location: 0.94 MILE SOUTH OF MD 150 (Lat: 39.288628,  Lng: -76.499900),  Route carried "under" structure: State highway 151,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 15,651 (year 2009),  Features Intersected: MD 151 NBR,  Facility Carried by Structure: MD 695 OL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.509,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 100000030225015,  Location: 0.25 MI S OF MD 151 (Lat: 39.292672,  Lng: -76.503492),  Route carried "under" structure: Ramp State highway 695,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,876 (year 2006),  Features Intersected: MD 695 RMP 1(MERRITT BL)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.321,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 100000030225016,  Location: 0.25 MI S OF MD 151 (Lat: 39.292425,  Lng: -76.503064),  Route carried "under" structure: Ramp State highway 695,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,876 (year 2006),  Features Intersected: MD 695 RMP 1(MERRITT BL)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.321,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 100000030226015,  Location: 0.62 MI S OF MD 151 (Lat: 39.297047,  Lng: -76.503058),  Route carried "under" structure: State highway 150,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 29,630 (year 2009),  Features Intersected: MD 150,  Facility Carried by Structure: MD 695 IL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.558,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 100000030226016,  Location: 0.62 MI S OF MD 151 (Lat: 39.297192,  Lng: -76.502550),  Route carried "under" structure: State highway 150,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 29,630 (year 2009),  Features Intersected: MD 150,  Facility Carried by Structure: MD 695 OL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.558,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 100000030242013,  Location: @ MERRITT BLVD (Lat: 39.289828,  Lng: -76.503992),  Route carried "under" structure: Ramp State highway 695,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 36,538 (year 2006),  Features Intersected: MD 695 RAMPS 1 & 6,  Facility Carried by Structure: MD 151 EBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.381,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 100000030242014,  Location: @ MERRITT BLVD (Lat: 39.289792,  Lng: -76.504678),  Route carried "under" structure: Ramp State highway 695,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 36,538 (year 2006),  Features Intersected: MD 695 RAMPS 1 & 6,  Facility Carried by Structure: MD 151 WBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.381,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 10000003024401,  Location: 1.69 MILE NORTH OF MD 20D (Lat: 39.270336,  Lng: -76.465011),  Route carried "under" structure: State highway 695,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 34,762 (year 2009),  Features Intersected: MD 695,  Facility Carried by Structure: BEACHWOOD ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 11.537,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 10000003024701,  Location: 0.33 MI S OF MD 151 (Lat: 39.281606,  Lng: -76.483758),  Route carried "under" structure: State highway 695,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 30,714 (year 2009),  Features Intersected: MD 695,  Facility Carried by Structure: TRAPPE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.429,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 10000003024801,  Location: 0.67 MILE NORTH OF MD 151 (Lat: 39.277558,  Lng: -76.472894),  Route carried "under" structure: State highway 695,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 34,762 (year 2009),  Features Intersected: MD 695,  Facility Carried by Structure: COVE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.475,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 10000003025214,  Location: 0.37 MI N OF MD 150 (Lat: 39.291411,  Lng: -76.503606),  Route carried "under" structure: Ramp State highway 695,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2006),  Truck Traffic: 8%,  Features Intersected: MD 695 RAMP '6',  Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.415,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 10000003025801,  Location: 0.31 MILE SOUTH OF MD 150 (Lat: 39.301628,  Lng: -76.500739),  Route carried "under" structure: State highway 695,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 69,922 (year 2009),  Features Intersected: MD 695,  Facility Carried by Structure: DIAMOND POINT ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.195,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)