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

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Structure Number: 10000002002301,  Location: 1.15 MI N OF MD 713 (Lat: 39.140006,  Lng: -76.755347),  Route carried "on" structure: State highway 175,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 19,272 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,748 (year 2026),  Design Load: HS 20,  Features Intersected: MD 295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.548,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000002004401,  Location: 1.2 MILE NORTH OF MD 175 (Lat: 39.103969,  Lng: -76.693536),  Route carried "on" structure: State highway 170,  Year Built: 1936,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 21,621 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,054 (year 2026),  Design Load: H 20,  Features Intersected: SEVERN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.936,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 82.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000002005101,  Location: 0.08 M W OF BR NO 0216700 (Lat: 39.158453,  Lng: -76.697208),  Route carried "on" structure: State highway 176,  Year Built: 1936,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 13,400 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,512 (year 2033),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.105,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 74.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $289,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000002007501,  Location: 0.71 MILE SOUTH OF MD 170 (Lat: 39.134483,  Lng: -76.697311),  Route carried "on" structure: State highway 174,  Year Built: 1931,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 18,270 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,597 (year 2037),  Design Load: H 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.848,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $162,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000020180011,  Location: 2.7 MI SE OF IS 95 (Lat: 39.170058,  Lng: -76.730817),  Route carried "on" structure: State highway 295,  Year Built: 1992,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 88,882 (year 0009),  Truck Traffic: 8%,  Average Future Daily Traffic: 49,228 (year 0026),  Design Load: HS 20,  Features Intersected: MD 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.367,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State 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: 31.4m (103.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $599,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $659,000,  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: 100000020180012,  Location: 2.7 MI SE OF IS 95 (Lat: 39.170747,  Lng: -76.730847),  Route carried "on" structure: State highway 295,  Year Built: 1992,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 88,882 (year 0009),  Truck Traffic: 8%,  Average Future Daily Traffic: 49,228 (year 0026),  Design Load: HS 20,  Features Intersected: MD 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.367,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000002018101,  Location: 1 MI E OF MD 295 (Lat: 39.168053,  Lng: -76.726667),  Route carried "on" structure: State highway 100N,  Year Built: 1995,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 730 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 888 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 100000020183013,  Location: 1.04 MILES N OF MD 295 (Lat: 39.158953,  Lng: -76.718819),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 74,302 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,233 (year 2026),  Design Load: HS 20,  Features Intersected: MD 713
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.062,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 100000020183014,  Location: 1.04 MILES N OF MD 295 (Lat: 39.158819,  Lng: -76.718156),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 74,302 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,233 (year 2026),  Design Load: HS 20,  Features Intersected: MD 713
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.062,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 10000002018501,  Location: 0.5 MI E OF MD 713 (Lat: 39.149397,  Lng: -76.706892),  Route carried "on" structure: State highway 100P,  Year Built: 1995,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 6,211 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,931 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000020186013,  Location: 0.5 MI W OF MD 170 (Lat: 39.148047,  Lng: -76.703947),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 20.88m (68.50ft),  Average Daily Traffic: 74,302 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,840 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.853,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 100000020186014,  Location: 0.5 MI W OF MD 170 (Lat: 39.147881,  Lng: -76.701569),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 20.88m (68.50ft),  Average Daily Traffic: 74,302 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,840 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.853,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 100000020187013,  Location: 0.4 MI W OF MD 170 (Lat: 39.147494,  Lng: -76.697775),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 35,421 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,840 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK, SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.403,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 100000020187014,  Location: 0.4 MI W OF MD 170 (Lat: 39.147672,  Lng: -76.696708),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 35,421 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,840 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK, SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.403,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 100000020189013,  Location: 1.09 MILES M OF MD 100P (Lat: 39.148739,  Lng: -76.687767),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 68,782 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,154 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.280,  Lanes on structure: 2,  Lanes under structure: 5,  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: 1,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000020189014,  Location: 1.09 MILES M OF MD 100P (Lat: 39.149078,  Lng: -76.687314),  Route carried "on" structure: State highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 68,782 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,154 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.280,  Lanes on structure: 2,  Lanes under structure: 5,  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: 1,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000002019001,  Location: 1 MI E OF MD 170 (Lat: 39.153356,  Lng: -76.676550),  Route carried "on" structure: State highway 100Q,  Year Built: 1995,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 1,211 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,685 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

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: 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: October 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: 100000020206013,  Location: 0.41 MILE WEST OF MD 170 (Lat: 39.101472,  Lng: -76.701806),  Route carried "on" structure: State highway 32,  Year Built: 1991,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 53,532 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,000 (year 2038),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.928,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 100000020206014,  Location: 0.41 MILE WEST OF MD 170 (Lat: 39.101750,  Lng: -76.701750),  Route carried "on" structure: State highway 32,  Year Built: 1991,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 53,532 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,000 (year 2038),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.928,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 100000020207013,  Location: 0.79 MILE EAST OF MD 175 (Lat: 39.100092,  Lng: -76.707369),  Route carried "on" structure: State highway 32,  Year Built: 1992,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 43,672 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,545 (year 2026),  Design Load: HS 20,  Features Intersected: TOWN CENTER BOLEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.496,  Lanes on structure: 2,  Lanes under structure: 4,  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: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 100000020207014,  Location: 0.79 MILE EAST OF MD 175 (Lat: 39.100428,  Lng: -76.707178),  Route carried "on" structure: State highway 32,  Year Built: 1992,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 43,672 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,545 (year 2026),  Design Load: HS 20,  Features Intersected: TOWN CENTER BOLEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.496,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 10000002022903,  Location: WEST OF 195 (Lat: 39.177056,  Lng: -76.701375),  Route carried "on" structure: State highway 758,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 700 (year 2014),  Average Future Daily Traffic: 1,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: TRIB TO STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.403,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000AA201003,  Location: 0.9 MI. E. OF MD 295 (Lat: 39.151997,  Lng: -76.732986),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25,012 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PINEY RUN,  Facility Carried by Structure: ARUNDEL MILLS BOUL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

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

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Structure Number: 200000AA201203,  Location: 0.4 MI EAST OF HARMANS RD (Lat: 39.144364,  Lng: -76.704258),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,651 (year 2018),  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20,  Features Intersected: STONEY RUN,  Facility Carried by Structure: GESNA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.600,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

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

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Structure Number: 200000AA201503,  Location: 0.35 MI N of MD 100 (Lat: 39.153908,  Lng: -76.703347),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 7,417 (year 2016),  Average Future Daily Traffic: 9,418 (year 2040),  Features Intersected: TRIBUTARY TO STONY RUN,  Facility Carried by Structure: HARMANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 0.6m (2.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021

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Structure Number: 200000AA301302,  Location: 1.58 MI S of MD174 (Lat: 39.118997,  Lng: -76.673194),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 3,950 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,894 (year 2040),  Features Intersected: UNNAMED TRIBUTARY TO SEV,  Facility Carried by Structure: QUARTERFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 200000AA400801,  Location: 2.4 MILES NORTH OF MD 32 (Lat: 39.108447,  Lng: -76.651472),  Route carried "on" structure: County highway 1332,  Year Built: 2001,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 10,126 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SEVERN RUN,  Facility Carried by Structure: NEW CUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.45m (99.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $999,000,  Roadway Improvement Cost: $999,000,  Total Project Cost: $9,999,000,  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: 200000AA401202,  Location: 1.06 MI N OF MD 175 (Lat: 39.129892,  Lng: -76.717636),  Route carried "on" structure: County highway 936,  Year Built: 1974,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,842 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,853 (year 2038),  Design Load: HS 20,  Features Intersected: SEVERN RUN,  Facility Carried by Structure: DISNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 72.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 304.77m (999.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $999,000,  Roadway Improvement Cost: $999,000,  Total Project Cost: $6,100,000 ( Estimate for 2020)

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Structure Number: 200000AA401302,  Location: 0.64 MI E OF MD 174 (Lat: 39.113781,  Lng: -76.706411),  Route carried "on" structure: County highway 1013,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,339 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 20,  Features Intersected: SEVERN RUN,  Facility Carried by Structure: JACOBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $31,000 ( Estimate for 2017)

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Structure Number: 200000AA401703,  Location: 0.5 MI. W. OF RIDGE RD. (Lat: 39.166753,  Lng: -76.723567),  Route carried "on" structure: County highway 938,  Year Built: 2007,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,531 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,377 (year 2037),  Features Intersected: TRIBUTARY TO PINEY RUN,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 200000AA402003,  Location: 0.5 MI. N OF MD32 (Lat: 39.106556,  Lng: -76.710000),  Route carried "on" structure: County highway 6253,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,468 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,672 (year 2038),  Design Load: H 20,  Features Intersected: TRIBUTARY TO SEVERN RUN,  Facility Carried by Structure: TOWN CENTER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $67,000

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Structure Number: 200000AA402202,  Location: 0.36 MI. E. OF SEVERN RD (Lat: 39.140275,  Lng: -76.712403),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 5,795 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,213 (year 2038),  Features Intersected: STONY RUN,  Facility Carried by Structure: HARMANS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.7 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: 200000AA402503,  Location: 0.5 MI W OF BURNS CR. RD (Lat: 39.089292,  Lng: -76.668431),  Route carried "on" structure: ServiceOther road ,  Year Built: 2000,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 869 (year 2018),  Average Future Daily Traffic: 869 (year 2040),  Features Intersected: TRIB TO SEVERN RIVER,  Facility Carried by Structure: MILLERSVILLE LANDF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 200000AA403502,  Location: .7 MI S OF ROUTE 3 (Lat: 40.324211,  Lng: -1000.677775),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 13,571 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,557 (year 2039),  Features Intersected: UNNAMED TRIBUTARY TO SEV,  Facility Carried by Structure: NEW CUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 68.0 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: 52.5 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 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: May 2020

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Structure Number: 300000AAMA2101,  Location: CRCF - BWI AIRPORT (Lat: 39.174483,  Lng: -76.703925),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 113 (year 2018),  Average Future Daily Traffic: 134 (year 2029),  Features Intersected: SOUTH END OF CONSOLIDATE,  Facility Carried by Structure: SECOND LEVEL ENTRA
Minimum Vertical Clearance: 2.44m (8.01ft),  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: 2,  Length of Maximum Span: 14.0m (45.9ft),  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: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  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: 10000002002301,  Location: 1079 M S OF MD 176B (Lat: 39.140006,  Lng: -76.755347),  Route carried "under" structure: State highway 295,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 88,600 (year 2009),  Features Intersected: MD 295,  Facility Carried by Structure: MD 175
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.378,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 10000002006201,  Location: 0.4 MI S OF MD 176 (Lat: 39.161206,  Lng: -76.644964),  Route carried "under" structure: Interstate 97,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 119,260 (year 2009),  Features Intersected: IS 97,  Facility Carried by Structure: STEWART AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 23.202,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 100000020180011,  Location: .88 M E OF HOWARD CO LINE (Lat: 39.170058,  Lng: -76.730817),  Route carried "under" structure: State highway 100,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 78,282 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100,  Facility Carried by Structure: MD 295 NBR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 1.416,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 100000020180012,  Location: .88 M E OF HOWARD CO LINE (Lat: 39.170747,  Lng: -76.730847),  Route carried "under" structure: State highway 100,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 78,282 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100,  Facility Carried by Structure: MD 295 SBR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.416,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 10000002018101,  Location: 0.78 MILE WEST OF MD 713 (Lat: 39.168053,  Lng: -76.726667),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 78,282 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 100000020183013,  Location: 0.19 MILE SOUTH OF MD 176 (Lat: 39.158953,  Lng: -76.718819),  Route carried "under" structure: State highway 713,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 23,820 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 713,  Facility Carried by Structure: MD 100 EBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.602,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 100000020183014,  Location: 0.19 MILE SOUTH OF MD 176 (Lat: 39.158819,  Lng: -76.718156),  Route carried "under" structure: State highway 713,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 23,820 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 713,  Facility Carried by Structure: MD 100 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.602,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 10000002018401,  Location: 0.71 MILE SOUTH OF MD 100 (Lat: 39.162025,  Lng: -76.738508),  Route carried "under" structure: State highway 295,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 88,600 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 295,  Facility Carried by Structure: MD176B (WRIGHT RD)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 13.258,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 10000002018501,  Location: 0.91 MILE WEST OF MD 713 (Lat: 39.149397,  Lng: -76.706892),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 74,302 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.553,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 100000020189013,  Location: 0.93 MILE NORTH OF MD 174 (Lat: 39.148739,  Lng: -76.687767),  Route carried "under" structure: State highway 170,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 22,801 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 170,  Facility Carried by Structure: MD 100 EBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.5m (191.9ft)

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Structure Number: 100000020189014,  Location: 0.93 MILE NORTH OF MD 174 (Lat: 39.149078,  Lng: -76.687314),  Route carried "under" structure: State highway 170,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 22,801 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 170,  Facility Carried by Structure: MD 100 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.5m (191.9ft)

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Structure Number: 10000002019001,  Location: 0.65 MILE WEST OF MD 170 (Lat: 39.153356,  Lng: -76.676550),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 68,782 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.353,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 10000002019101,  Location: 1.11 MILES WEST OF MD 170 (Lat: 39.155389,  Lng: -76.668617),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 68,782 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 100
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.093,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)