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

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Structure Number: 10000003001702,  Location: 0.89 MI E OF US 40 (Lat: 39.320717,  Lng: -76.514733),  Route carried "on" structure: State highway 7,  Year Built: 1952,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 10,130 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,063 (year 2026),  Design Load: H 20,  Features Intersected: REDHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: June 2020

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Structure Number: 10000003004001,  Location: 0.65 MI E OF MD 7 (Lat: 39.316900,  Lng: -76.515911),  Route carried "on" structure: US 40,  Year Built: 1935,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 37,450 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,297 (year 2026),  Design Load: H 20,  Features Intersected: REDHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.006,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000030238015,  Location: 0.75 MILE SOUTH OF MD 150 (Lat: 39.308158,  Lng: -76.501497),  Route carried "on" structure: State highway 695,  Year Built: 1968,  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: Good,  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: 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,  Length Of Structure Improvement: 65.65m (215.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $6,979,000,  Roadway Improvement Cost: $698,000,  Total Project Cost: $7,677,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000030257015,  Location: 0.94 MILE SOUTH OF MD 150 (Lat: 39.310600,  Lng: -76.502700),  Route carried "on" structure: State highway 695,  Year Built: 1970,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 69,922 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,270 (year 2026),  Design Load: HS 20,  Features Intersected: CHESACO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.163,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030257016,  Location: 0.94 MILE SOUTH OF MD 150 (Lat: 39.310217,  Lng: -76.502111),  Route carried "on" structure: State highway 695,  Year Built: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 69,922 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,270 (year 2026),  Design Load: HS 20,  Features Intersected: CHESACO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.163,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000030267013,  Location: 0.20 MI E OF MD 695 (Lat: 39.326533,  Lng: -76.482061),  Route carried "on" structure: State highway 702,  Year Built: 1972,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 18,644 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,373 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK & 695 RMP '7'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 100000030271013,  Location: 0.10 MILE WEST OF MD 695 (Lat: 39.324756,  Lng: -76.480183),  Route carried "on" structure: State highway 702,  Year Built: 1972,  Status: Open,  Structure Length: 17.10m (56.10ft),  Average Daily Traffic: 18,645 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,373 (year 2032),  Design Load: HS 20,  Features Intersected: NORTHEAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.521,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: 100000030276015,  Location: 1.12 MILE NORTH OF MD 702 (Lat: 39.314778,  Lng: -76.491986),  Route carried "on" structure: State highway 695,  Year Built: 1972,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 69,922 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,270 (year 2026),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.014,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.6 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 100000030276016,  Location: 1.12 MILE NORTH OF MD 702 (Lat: 39.313728,  Lng: -76.493894),  Route carried "on" structure: State highway 695,  Year Built: 1972,  Status: Open,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 69,922 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,270 (year 2026),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.014,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 10000003028101,  Location: @ MD 695 & MD 702 (Lat: 39.321722,  Lng: -76.483100),  Route carried "on" structure: Ramp State highway 695,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 35,900 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,700 (year 2031),  Features Intersected: NORTHEAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.8 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: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000003028401,  Location: 0.22 MI N OF MD 702 (Lat: 39.326131,  Lng: -76.482928),  Route carried "on" structure: Ramp State highway 695,  Year Built: 1973,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 36,361 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,270 (year 2026),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 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: 44.5m (146.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-010504,  Location: 0.2 MI N PHILADELPHIA RD (Lat: 39.550533,  Lng: -76.856219),  Route carried "on" structure: County highway 4423,  Year Built: 1955,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 6,499 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,724 (year 2039),  Design Load: HS 20,  Features Intersected: REDHOUSE RUN,  Facility Carried by Structure: SELING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.3 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  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: 200000B-010601,  Location: 0.2 MI S US RTE 40 (Lat: 39.316778,  Lng: -76.509150),  Route carried "on" structure: County highway 5069,  Year Built: 1957,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 3,072 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,749 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CHESACO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-024701,  Location: 0.06 MI E OF IS 695 (Lat: 39.310747,  Lng: -76.495978),  Route carried "on" structure: County highway 5058,  Year Built: 1979,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 1,575 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,150 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: SEVERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 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 or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 62.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,450,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $1,493,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-035102,  Location: 0.07 MILES WEST OF I-95 (Lat: 39.341719,  Lng: -76.514753),  Route carried "on" structure: County highway 4356,  Year Built: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,388 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,408 (year 2039),  Design Load: HS 20,  Features Intersected: REDHOUSE RUN,  Facility Carried by Structure: HAZELWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 200000B-056501,  Location: 0.2 MI NW OF MD 7 (Lat: 39.329528,  Lng: -76.507833),  Route carried "on" structure: County highway 1061,  Year Built: 2005,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2039),  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: SPRING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 300000B-X61701,  Location: Milepost M61.7 (Lat: 39.330442,  Lng: -76.522589),  Route carried "on" structure: County highway 4417,  Year Built: 1996,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 12,525 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,254 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-95,  Facility Carried by Structure: CHESACO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.291,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X62502,  Location: 0.6 MI S OF MD 588 (Lat: 39.339542,  Lng: -76.514317),  Route carried "on" structure: Interstate 95,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 168,940 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 224,461 (year 2041),  Design Load: HS 20,  Features Intersected: REDHOUSE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.546,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 67.1m (220.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 300000B-X62601,  Location: 0.5 MI S OF MD 588 (Lat: 39.341406,  Lng: -76.514250),  Route carried "on" structure: County highway 4356,  Year Built: 1996,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 12,427 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,135 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-95,  Facility Carried by Structure: HAZELWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.723,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63101,  Location: 1.7 MI N OF BALT. CITY LI (Lat: 39.346442,  Lng: -76.507492),  Route carried "on" structure: State highway 588,  Year Built: 2006,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 13,403 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,323 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-95,  Facility Carried by Structure: KENWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.512,  Lanes on structure: 2,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63201,  Location: North I95,I695 Crossing (Lat: 39.349075,  Lng: -76.493436),  Route carried "on" structure: State lands road 695,  Year Built: 2008,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 13,836 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 19,408 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: STEMMERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.976,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63301,  Location: I695, I95 Intersection (Lat: 39.352214,  Lng: -76.499319),  Route carried "on" structure: State lands road 695,  Year Built: 2008,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 23,331 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,726 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: STEMMERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.976,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 64.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63401,  Location: I95/I695 INTERCHANGE (Lat: 39.353667,  Lng: -76.493578),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 65.96m (216.40ft),  Average Daily Traffic: 14,826 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,797 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I95/I695 INTERCHANGE
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 10.298,  Lanes on structure: 1,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 82.0m (269.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63501,  Location: North I95, I695 Crossing (Lat: 39.349100,  Lng: -76.498444),  Route carried "on" structure: State lands road 95,  Year Built: 2008,  Status: Open,  Structure Length: 66.78m (219.09ft),  Average Daily Traffic: 22,062 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,946 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-695, I-95 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.976,  Lanes on structure: 2,  Lanes under structure: 22,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63601,  Location: NORTH I95/I695 CROSSING (Lat: 39.352750,  Lng: -76.499175),  Route carried "on" structure: Ramp Interstate 695,  Year Built: 2008,  Status: Open,  Structure Length: 63.86m (209.51ft),  Average Daily Traffic: 21,567 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 28,655 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I95/ I695 (INTERCHANGE)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 10.298,  Lanes on structure: 1,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 88.4m (290.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X63701,  Location: NORTH I95/I695 CROSSING (Lat: 39.349011,  Lng: -76.493619),  Route carried "on" structure: Ramp Interstate 695,  Year Built: 2008,  Status: Open,  Structure Length: 61.20m (200.79ft),  Average Daily Traffic: 10,671 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,178 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I95/I695 (INTERCHANGE)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.298,  Lanes on structure: 1,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 70.4m (231.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X638011,  Location: NORTH I-95/I-695 CROSSING (Lat: 39.349778,  Lng: -76.496978),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 52,628 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 73,821 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-695 STEMMERS RUN
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 10.298,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X638012,  Location: NORTH I95/I695 CROSSING (Lat: 39.352261,  Lng: -76.495989),  Route carried "on" structure: Interstate 95,  Year Built: 2008,  Status: Open,  Structure Length: 22.77m (74.70ft),  Average Daily Traffic: 55,243 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 77,488 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I695 STEMMERS RUN
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 10.298,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X639011,  Location: I95/I695 INTERCHANGE (Lat: 39.351514,  Lng: -76.493803),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2010,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 52,628 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 73,821 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I95/I695 INTERCHANGE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.298,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 61.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X650011,  Location: 3.23 Mi South of MD 43 (Lat: 39.350439,  Lng: -76.497897),  Route carried "on" structure: Interstate 95,  Year Built: 2010,  Status: Open,  Structure Length: 25.10m (82.35ft),  Average Daily Traffic: 12,516 (year 2019),  Average Future Daily Traffic: 17,556 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-695 & STEMMERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.585,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.4 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000B-X650012,  Location: 3.32 Mi South of MD 43 (Lat: 39.350600,  Lng: -76.498100),  Route carried "on" structure: Interstate 95,  Year Built: 2010,  Status: Open,  Structure Length: 25.10m (82.35ft),  Average Daily Traffic: 12,491 (year 2019),  Average Future Daily Traffic: 17,520 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-695 & STEMMERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.585,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.4 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000030257015,  Location: 0.94 MI S OF MD 150 (Lat: 39.310600,  Lng: -76.502700),  Route carried "under" structure: County highway 5069,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,064 (year 2006),  Features Intersected: CHESACO AVENUE,  Facility Carried by Structure: MD 695 IL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 100000030257016,  Location: 0.94 MI S OF MD 150 (Lat: 39.310217,  Lng: -76.502111),  Route carried "under" structure: County highway 5069,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,064 (year 2006),  Features Intersected: CHESACO AVENUE,  Facility Carried by Structure: MD 695 OL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 100000030267013,  Location: 0.20 MI E OF MD 695 (Lat: 39.326533,  Lng: -76.482061),  Route carried "under" structure: Ramp State highway 695,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,951 (year 2012),  Features Intersected: AMTRAK & 695 RMP '7',  Facility Carried by Structure: MD 702 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.941,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 300000B-X61701,  Location: Milepost M61.7 (Lat: 0.655361,  Lng: -1.275328),  Route carried "under" structure: Interstate 95,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 150,400 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-95,  Facility Carried by Structure: Chesaco Ave
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 99.291,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 300000B-X62601,  Location: 0.5 MI S OF MD 588 (Lat: 0.655622,  Lng: -1.275133),  Route carried "under" structure: Interstate 95,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 150,400 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-95,  Facility Carried by Structure: HAZELWOOD AVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.056,  Lanes on structure: 2,  Lanes under structure: 12,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 300000B-X63101,  Location: 1.7 M N OF BALT CI LINE (Lat: 0.655689,  Lng: -1.275067),  Route carried "under" structure: Interstate 95,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 150,400 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-95,  Facility Carried by Structure: KENWOOD AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.153,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)