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

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Structure Number: 10000002001301,  Location: 0.53 MI S OF MD 168 (Lat: 39.217364,  Lng: -76.663511),  Route carried "on" structure: County highway 17,  Year Built: 1949,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,892 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,334 (year 2028),  Design Load: H 20,  Features Intersected: MD 295 NBR,  Facility Carried by Structure: HAMMONDS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000002001401,  Location: 1.23 MI N OF IS 195 (Lat: 39.212256,  Lng: -76.678311),  Route carried "on" structure: County highway 6,  Year Built: 1949,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 9,020 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,857 (year 2026),  Design Load: H 20,  Features Intersected: MD 295 NBR,  Facility Carried by Structure: WEST NURSERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 75.5 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $266,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000002001501,  Location: 0.8 MI E OF CONCORSE DRIV (Lat: 39.204828,  Lng: -76.689375),  Route carried "on" structure: County highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 7,530 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,682 (year 2026),  Design Load: HS 20,  Features Intersected: MD 295 NBR,  Facility Carried by Structure: WINTERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 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: June 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: 10000002001601,  Location: 0.84 MI S OF HOWARD CO (Lat: 39.202647,  Lng: -76.691742),  Route carried "on" structure: Ramp State highway 295,  Year Built: 1990,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 10,897 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,534 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MD 295 NBR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

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: 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 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: 100000020018011,  Location: 0.14 MI S OF IS 195 (Lat: 39.199333,  Lng: -76.698172),  Route carried "on" structure: State highway 295,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 67,307 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 144,589 (year 2040),  Features Intersected: AMTRAK, STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 100000020018012,  Location: 0.14 MI S OF IS 195 (Lat: 39.200311,  Lng: -76.696981),  Route carried "on" structure: State highway 295,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 67,307 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 144,588 (year 2040),  Design Load: HS 20,  Features Intersected: AMTRAK, STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 10000002005701,  Location: 0.17 MILE NORTH OF MD 169 (Lat: 39.205639,  Lng: -76.641472),  Route carried "on" structure: State highway 648E,  Year Built: 1989,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 16,400 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,762 (year 2026),  Design Load: HS 20,  Features Intersected: IS 695
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.346,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000020130013,  Location: 1.09 MI E OF MD 170 (Lat: 39.200461,  Lng: -76.694497),  Route carried "on" structure: Interstate 195,  Year Built: 1990,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 39,015 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 82,001 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MD 295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.516,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 67.6 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: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000020130014,  Location: 1.09 MI E OF MD 170 (Lat: 39.201528,  Lng: -76.695564),  Route carried "on" structure: Interstate 195,  Year Built: 1990,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 39,015 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 82,001 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MD 295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.516,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000002013201,  Location: 0.14 MI S OF IS 195 (Lat: 39.198500,  Lng: -76.696472),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1990,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 5,591 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: AMTRAK, STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 10000002013301,  Location: 0.14 MI S OF IS 195 (Lat: 39.200917,  Lng: -76.697056),  Route carried "on" structure: Ramp Interstate 195,  Year Built: 1990,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 5,631 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: AMTRAK, STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 57.1 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,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000002021701,  Location: 1.18 MI S OF IS 695 (Lat: 39.212703,  Lng: -76.678172),  Route carried "on" structure: County highway 6,  Year Built: 1949,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 9,020 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,857 (year 2026),  Design Load: H 20,  Features Intersected: MD 295 SBR,  Facility Carried by Structure: WEST NURSERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 79.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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: Bituminous

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Structure Number: 10000002022101,  Location: 0.41 MI N OF IS 195 (Lat: 39.205028,  Lng: -76.690600),  Route carried "on" structure: County highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 7,530 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,682 (year 2026),  Design Load: HS 20,  Features Intersected: MD 295 SBR,  Facility Carried by Structure: WINTERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.159,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 87.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000AA500302,  Location: 0.5 MI N OF STONEY RUN RD (Lat: 39.183403,  Lng: -76.693603),  Route carried "on" structure: County highway 573,  Year Built: 1965,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 23 (year 2018),  Average Future Daily Traffic: 100 (year 2040),  Design Load: HS 20,  Features Intersected: STONEY RUN,  Facility Carried by Structure: OLD STONEY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $49,000 ( Estimate for 2017),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000AA501101,  Location: 0.1 MI W OF MD RTE 170 (Lat: 39.178722,  Lng: -76.696356),  Route carried "on" structure: County highway 573,  Year Built: 1982,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 13,993 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,150 (year 2035),  Design Load: HS 20,  Features Intersected: STONEY RUN,  Facility Carried by Structure: STONEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.77m (25.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000,  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: 200000AA501201,  Location: 0.9 MI SOUTH OF I-195 (Lat: 39.178167,  Lng: -76.692636),  Route carried "on" structure: County highway 573,  Year Built: 1982,  Status: Open,  Structure Length: 13.04m (42.78ft),  Average Daily Traffic: 14,344 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,800 (year 2040),  Design Load: HS 20,  Features Intersected: MD 170 / AMTRAK,  Facility Carried by Structure: STONEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA0301,  Location: BWI HOURLY PARK GARAGE (Lat: 39.181231,  Lng: -76.671306),  Route carried "on" structure: Ramp Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 1,104 (year 2016),  Average Future Daily Traffic: 1,347 (year 2036),  Design Load: H 15,  Features Intersected: HOURLY PARKING GARAGE,  Facility Carried by Structure: FOURTH LEVEL ENTRA
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 70.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000AAMA0401,  Location: BWI AIRPORT PARK GARAGE (Lat: 39.181422,  Lng: -76.669461),  Route carried "on" structure: Ramp Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 1,104 (year 2016),  Average Future Daily Traffic: 1,375 (year 2028),  Design Load: H 15,  Features Intersected: HOURLY PARKING GARAGE,  Facility Carried by Structure: FOURTH LEVEL EXIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 70.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000AAMA0501,  Location: BWI HOURLY PARK GARAGE (Lat: 39.180769,  Lng: -76.670792),  Route carried "on" structure: Ramp Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,105 (year 2016),  Average Future Daily Traffic: 1,349 (year 2036),  Design Load: H 15,  Features Intersected: HOURLY PARKING GARAGE,  Facility Carried by Structure: SECOND LEVEL ENTRA
Minimum Vertical Clearance: 1.83m (6.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000AAMA0601,  Location: BWI EMPLOYEE PARK LOT (Lat: 39.182061,  Lng: -76.670581),  Route carried "on" structure: Ramp Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 221 (year 2016),  Average Future Daily Traffic: 275 (year 2038),  Design Load: HS 20,  Features Intersected: LEVEL 3 EXIT RAMP FROM H,  Facility Carried by Structure: EMPLOYEE PARKING L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Culverts: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000AAMA0701,  Location: BWI HOURLY PARK GARAGE (Lat: 39.181303,  Lng: -76.671214),  Route carried "on" structure: Ramp Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 1,105 (year 2016),  Average Future Daily Traffic: 1,345 (year 2036),  Design Load: H 15,  Features Intersected: HOURLY PARKING GARAGE,  Facility Carried by Structure: FIFTH LEVEL ENTRAN
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA0801,  Location: BWI HOURLY PARK GARAGE (Lat: 39.181764,  Lng: -76.669981),  Route carried "on" structure: Ramp Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 1,105 (year 2016),  Average Future Daily Traffic: 1,349 (year 2036),  Design Load: HS 20,  Features Intersected: LOWER LEVEL ROADWAY & RA,  Facility Carried by Structure: FIFTH LEVEL EXIT R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000AAMA0901,  Location: BWI HOURLY PARK GARAGE (Lat: 39.181439,  Lng: -76.671181),  Route carried "on" structure: Ramp Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,105 (year 2016),  Average Future Daily Traffic: 1,349 (year 2036),  Design Load: HS 20,  Features Intersected: HOURLY PARKING GARAGE,  Facility Carried by Structure: THIRD LEVEL ENTRAN
Minimum Vertical Clearance: 1.83m (6.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA1001,  Location: BWI AIRPORT RAMP A (Lat: 39.184297,  Lng: -76.671711),  Route carried "on" structure: Ramp Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 14,700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,840 (year 2028),  Design Load: HS 20,  Features Intersected: ELM ROAD,  Facility Carried by Structure: UPPER LEVEL ROADWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 8 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA1101,  Location: BWI AIRPORT (Lat: 39.184572,  Lng: -76.673917),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,000 (year 2028),  Design Load: HS 20,  Features Intersected: AIRPORT RETURN RAMP,  Facility Carried by Structure: AIRPORT EXIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA1201,  Location: BWI AIRPORT (Lat: 39.180936,  Lng: -76.668469),  Route carried "on" structure: Ramp Other road ,  Year Built: 1996,  Status: Posted for load,  Structure Length: 31.03m (101.80ft),  Average Daily Traffic: 23,198 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,874 (year 2038),  Design Load: HS 20,  Features Intersected: LOWER LEVEL ROADWAY,  Facility Carried by Structure: UPPER LEVEL ROADWA
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 45,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 5.1m (16.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.03m (101.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,800,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $5,280,000,  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: 300000AAMA1701,  Location: BWI AIRPORT (Lat: 39.181728,  Lng: -76.672528),  Route carried "on" structure: Ramp Other road ,  Year Built: 2002,  Status: Posted for load,  Structure Length: 31.67m (103.90ft),  Average Daily Traffic: 22,093 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,500 (year 2038),  Design Load: HS 15,  Features Intersected: LOWER LEVEL ROADWAY,  Facility Carried by Structure: UPPER LEVEL ROADWA
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Agenciy,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 40,  Number Of Approach Spans: 10,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 6.6m (21.7ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 31.88m (104.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $19,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 300000AAMA1801,  Location: BWI AIRPORT (Lat: 39.186450,  Lng: -76.679331),  Route carried "on" structure: Interstate 195,  Year Built: 2002,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 20,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: RAMP X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA1901,  Location: BWI AIRPORT TERMINAL RD (Lat: 39.187658,  Lng: -76.679572),  Route carried "on" structure: Ramp Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 11,269 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,750 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SACHS BRANCH,  Facility Carried by Structure: TERMINAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Agenciy,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA2001,  Location: BWI DAILY GARAGE (Lat: 39.188000,  Lng: -76.677500),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 5,000 (year 2006),  Average Future Daily Traffic: 10,000 (year 2028),  Design Load: HS 20,  Features Intersected: DAILY PARKING GARAGE,  Facility Carried by Structure: ENTRANCE/EXIT PLAZ
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Agenciy,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 41,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000AAMA2201,  Location: CRCF - BWI AIRPORT (Lat: 39.178231,  Lng: -76.701036),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 113 (year 2018),  Average Future Daily Traffic: 134 (year 2035),  Features Intersected: NORTH END OF CONSOLIDATE,  Facility Carried by Structure: SECOND LEVEL ENTRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA2501,  Location: BWI AIRPORT (Lat: 39.179528,  Lng: -76.670172),  Route carried "on" structure: Ramp Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 32.95m (108.10ft),  Average Daily Traffic: 13,521 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,013 (year 2035),  Design Load: HS 15,  Features Intersected: LOWER LEVEL ROADWAY,  Facility Carried by Structure: UPPER LEVEL ROADWA
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Agenciy,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.95m (108.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,000,  Total Project Cost: $3,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000AAMA2702,  Location: BWI HOURLY GARAGE TO TERM (Lat: 39.179992,  Lng: -76.669211),  Route carried "on" structure: Other road ,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 22,093 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,500 (year 2038),  Design Load: HS 20,  Features Intersected: PEDESTRIAN TUNNEL,  Facility Carried by Structure: LOWER LEVEL ROADWA
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Agenciy,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.0m (16.4ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Culverts: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021

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Structure Number: 10000002001301,  Location: 0.71 MI S OF MD 168 (Lat: 39.217364,  Lng: -76.663511),  Route carried "under" structure: State highway 295,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 89,422 (year 2009),  Features Intersected: MD 295 NBR,  Facility Carried by Structure: HAMMONDS FERRY RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 22.413,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 10000002001401,  Location: 1.21 MI N OF IS 195 (Lat: 39.212256,  Lng: -76.678311),  Route carried "under" structure: State highway 295,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 89,422 (year 2009),  Features Intersected: MD 295 NBR,  Facility Carried by Structure: WEST NURSERY ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 21.014,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 10000002001501,  Location: 0.41 MILE NORTH OF IS 195 (Lat: 39.204828,  Lng: -76.689375),  Route carried "under" structure: State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,342 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 295 NBR,  Facility Carried by Structure: WINTERSON ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 19.791,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 10000002001601,  Location: 0.21 MILE NORTH OF IS 195 (Lat: 39.202647,  Lng: -76.691742),  Route carried "under" structure: State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,342 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 295 NBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.405,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10000002002501,  Location: 1.16 MI S OF MD 162 (Lat: 39.188611,  Lng: -76.683164),  Route carried "under" structure: State highway 170,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 26,621 (year 2009),  Features Intersected: MD 170,  Facility Carried by Structure: IS 195
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.051,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 10000002005701,  Location: 0.63 MILE NORTH OF IS 97 (Lat: 39.205678,  Lng: -76.641519),  Route carried "under" structure: Interstate 695,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 133,652 (year 2006),  Features Intersected: IS 695,  Facility Carried by Structure: MD 648E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.223,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 10000002005701,  Location: 0.63 MILE NORTH OF IS 97 (Lat: 39.205678,  Lng: -76.641519),  Route carried "under" structure: Ramp Interstate 695,  Year Built: 1989,  Structure Length: 0. m,  Features Intersected: RAMP 1,  Facility Carried by Structure: MD 648E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.223,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 100000020130013,  Location: 0.41 M S OF WINTERSON RD (Lat: 39.200461,  Lng: -76.694497),  Route carried "under" structure: State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,342 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 295,  Facility Carried by Structure: IS 195 EBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.067,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 100000020130014,  Location: 0.41 M S OF WINTERSON RD (Lat: 39.201528,  Lng: -76.695564),  Route carried "under" structure: State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,342 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 295,  Facility Carried by Structure: IS 195 WBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.067,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 100000020131013,  Location: 0.41 M S OF WINTERSON RD (Lat: 39.198417,  Lng: -76.692319),  Route carried "under" structure: Ramp State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,897 (year 2006),  Truck Traffic: 8%,  Features Intersected: MD 295 SBR RAMP 'B',  Facility Carried by Structure: IS 195 EBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.067,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 100000020131014,  Location: 0.41 M S OF WINTERSON RD (Lat: 39.198244,  Lng: -76.692506),  Route carried "under" structure: Ramp State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,897 (year 2006),  Truck Traffic: 8%,  Features Intersected: MD 295 SBR RAMP 'B',  Facility Carried by Structure: IS 195 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.067,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 10000002013501,  Location: 0.01 M N OF BR NO 0213600 (Lat: 39.202544,  Lng: -76.634894),  Route carried "under" structure: Interstate 97,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 84,179 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 97 RAMPS 'S' & 'W',  Facility Carried by Structure: IS 695 OL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 27.916,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 78.3m (256.9ft)

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Structure Number: 10000002021601,  Location: 0.3 MI S OF IS 695 (Lat: 39.217811,  Lng: -76.663725),  Route carried "under" structure: State highway 295,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 89,422 (year 2009),  Features Intersected: MD 295 SBR,  Facility Carried by Structure: HAMMONDS FERRY RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 22.413,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 10000002021701,  Location: 1.17 MI S OF IS 695 (Lat: 39.212703,  Lng: -76.678172),  Route carried "under" structure: State highway 295,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 89,422 (year 2009),  Features Intersected: MD 295 SBR,  Facility Carried by Structure: WEST NURSERY ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 21.014,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 10000002022101,  Location: 0.41 MILE NORTH OF IS 195 (Lat: 39.205028,  Lng: -76.690600),  Route carried "under" structure: State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,342 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 295 SBR,  Facility Carried by Structure: WINTERSON ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.726,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 10000002023213,  Location: 0.21 MILE NORTH OF IS 195 (Lat: 39.190169,  Lng: -76.680078),  Route carried "under" structure: State highway 170,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 28,391 (year 2006),  Features Intersected: MD 170,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.389,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)