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

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Structure Number: 10000011001401,  Location: 0.12 MILE WEST OF MD 560 (Lat: 39.395919,  Lng: -79.375661),  Route carried "on" structure: State highway 135,  Year Built: 1959,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 10,972 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,412 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE YOUGHIOGHENY RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.166,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $241,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $265,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000011003601,  Location: 0.28 MILE EAST OF MD 560 (Lat: 39.397997,  Lng: -79.369192),  Route carried "on" structure: State highway 135,  Year Built: 1932,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,712 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,281 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE YOUGHIOGHENY RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000016003801,  Location: 0.07 MILE NORTH OF MD 694 (Lat: 39.033475,  Lng: -76.902406),  Route carried "on" structure: State highway 212A,  Year Built: 1937,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 19,631 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,840 (year 2026),  Design Load: H 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.803,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $96,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000016003901,  Location: 0.08 MILE NORTH OF US 1 (Lat: 39.034617,  Lng: -76.906203),  Route carried "on" structure: State highway 212A,  Year Built: 1937,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 19,631 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,840 (year 2026),  Design Load: H 20,  Features Intersected: CSX TRANS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.465,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $744,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $818,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000016004002,  Location: .24 MILES SOUTH OF MD 212 (Lat: 39.047714,  Lng: -76.931450),  Route carried "on" structure: Interstate 95,  Year Built: 1971,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 187,850 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 103,469 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE PAINT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.578,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 111.3m (365.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021

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Structure Number: 10000016004401,  Location: 1.46 MI S OF MD 212 (Lat: 39.032769,  Lng: -76.942994),  Route carried "on" structure: County highway 14,  Year Built: 1971,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 12.09m (39.67ft),  Average Daily Traffic: 20,920 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,157 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: IS 95,  Facility Carried by Structure: CHERRY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: Latex Concrete

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Structure Number: 10000016012901,  Location: 0.21 M S OF BR NO 1612700 (Lat: 39.024872,  Lng: -76.949303),  Route carried "on" structure: Interstate 95X,  Year Built: 1967,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 1,880 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,168 (year 2026),  Design Load: HS 20,  Features Intersected: IS 95 RAMP F(7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000016013001,  Location: 0.28 M N OF PARK AND RIDE (Lat: 39.020653,  Lng: -76.947169),  Route carried "on" structure: Ramp Interstate 95X,  Year Built: 1967,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 346 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 374 (year 2026),  Design Load: HS 20,  Features Intersected: IS 495 IL, TRIB PAINT BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000160131025,  Location: 1.42 M E OF MONTGOMERY CO (Lat: 39.021189,  Lng: -76.945764),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 139,680 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,672 (year 2026),  Design Load: HS 20,  Features Intersected: PAINT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $571,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $628,000

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Structure Number: 100000160131026,  Location: 1.42 M E OF MONTGOMERY CO (Lat: 39.022781,  Lng: -76.945750),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 139,680 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,672 (year 2026),  Design Load: HS 20,  Features Intersected: PAINT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 62.6 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: March 2020

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Structure Number: 10000016013201,  Location: 0.75 MI N OF US 1 (Lat: 39.022242,  Lng: -76.939600),  Route carried "on" structure: County highway 14,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 20,920 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,157 (year 2026),  Design Load: H 20,  Features Intersected: IS 95 NBR(OL),  Facility Carried by Structure: CHERRY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 10000016013302,  Location: 0.43 MILE NORTH OF US I (Lat: 39.020094,  Lng: -76.933039),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 226,340 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 250,754 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE PAINT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.083,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 61.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 100000160136015,  Location: 1.12 MILES N OF MD 201 (Lat: 39.015086,  Lng: -76.908983),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 110,617 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 125,112 (year 2038),  Design Load: HS 20,  Features Intersected: CSX TRANS & WMATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.793,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $680,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $748,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000160136016,  Location: 1.12 MILES N OF MD 201 (Lat: 39.015297,  Lng: -76.908322),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 110,617 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 125,112 (year 2038),  Design Load: HS 20,  Features Intersected: CSX TRANS & WMATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.793,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000016017501,  Location: 0.75 MI N OF US 1 (Lat: 39.021378,  Lng: -76.939544),  Route carried "on" structure: County highway 14,  Year Built: 1987,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 20,920 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,157 (year 2026),  Design Load: HS 20,  Features Intersected: IS 495 IL & IS 95 RMP 4,  Facility Carried by Structure: CHERRY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.356,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 78.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $427,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000016017601,  Location: 0.92 MILE NORTH OF US 1 (Lat: 39.026956,  Lng: -76.950103),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 79.86m (262.01ft),  Average Daily Traffic: 63,374 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,170 (year 2039),  Design Load: HS 20,  Features Intersected: IS95X NB,IS495OL,RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.011,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 79.86m (262.01ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016025202,  Location: 0.25 MILE NORTH OF MD 212 (Lat: 0.000108,  Lng: -0.000019),  Route carried "on" structure: US 1,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 33,642 (year 2009),  Average Future Daily Traffic: 40,473 (year 2026),  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.318,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000016026301,  Location: 154' S of Ammendale Road (Lat: 39.050389,  Lng: -76.897514),  Route carried "on" structure: US 1,  Year Built: 2016,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 32,400 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,525 (year 2031),  Features Intersected: AMMENDALE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.867,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.0 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: 44.1 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000P-010201,  Location: MUIRKIRK ROAD AT US 1 (Lat: 4.512172,  Lng: -76.885658),  Route carried "on" structure: County highway 21,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 17,575 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,120 (year 2038),  Design Load: HS 20,  Features Intersected: US 1 & CSXT,  Facility Carried by Structure: MUIRKIRK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.634,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,870,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $2,899,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000P-013402,  Location: 1.0 MILE WEST OF US 1 (Lat: 39.056017,  Lng: -76.907483),  Route carried "on" structure: County highway 10,  Year Built: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 23,965 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,270 (year 2037),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: AMMENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000P-017202,  Location: 0.04 MI W OF US 1 (Lat: 39.062108,  Lng: -76.886039),  Route carried "on" structure: County highway 21,  Year Built: 1969,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 23,091 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,150 (year 2038),  Design Load: HS 20,  Features Intersected: MUIRKIRK BR OF INDIAN CR,  Facility Carried by Structure: MUIRKIRK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 200000P-017502,  Location: 0.03 MI NE OF SYCAMORE RD (Lat: 39.044611,  Lng: -76.900225),  Route carried "on" structure: County highway 26,  Year Built: 1984,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,015 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,000 (year 2035),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: EAST MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 200000P-018002,  Location: 0.03 MI W OF US 1 (Lat: 39.051156,  Lng: -76.897561),  Route carried "on" structure: County highway 10,  Year Built: 1985,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,822 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,482 (year 2041),  Features Intersected: TRIBUTARY TO INDIAN CREE,  Facility Carried by Structure: AMMENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: January 2021

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Structure Number: 200000P-018801,  Location: 0.15 MI W OF MD 295 (Lat: 39.021856,  Lng: -76.859339),  Route carried "on" structure: County highway 27,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 450 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 669 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BEAVER DAM CREEK,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 59.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000P-018901,  Location: 0.09 MI W OF MD 201 (Lat: 0.000108,  Lng: -0.000214),  Route carried "on" structure: County highway 20,  Year Built: 1946,  Year Reconstructed: 1974,  Status: Closed,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 13,500 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,070 (year 2037),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: SUNNYSIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $675,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $1,745,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000P-019001,  Location: .5 MI W OF US RTE 1 (Lat: 39.034164,  Lng: -76.930156),  Route carried "on" structure: County highway 15,  Year Built: 1985,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 5,820 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,660 (year 2037),  Design Load: HS 20,  Features Intersected: LITTLE PAINT BRANCH,  Facility Carried by Structure: SELLMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  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: 12.8m (42.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000P-019102,  Location: 1000 FT NE OF US 1 (Lat: 39.038231,  Lng: -76.902350),  Route carried "on" structure: County highway 23,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 14,447 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,470 (year 2037),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: OLD BALTIMORE PIKE
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: 5.5m (18.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021

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Structure Number: 200000P-019201,  Location: 0.12 MI W OF MD 201 (Lat: 39.042778,  Lng: -76.900000),  Route carried "on" structure: County highway 22,  Year Built: 2000,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1,880 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,800 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: ODELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000P-019302,  Location: 0.26 MI W OF US 1 (Lat: 39.052256,  Lng: -76.898544),  Route carried "on" structure: County highway 10,  Year Built: 1948,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,743 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,035 (year 2035),  Design Load: H 20,  Features Intersected: TRIB TO INDIAN CREEK,  Facility Carried by Structure: AMMENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 35.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000

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Structure Number: 2001003P,  Location: CAPITAL BELTWAY TO EXIT 2 (Lat: 39.028861,  Lng: -76.929750),  Route carried "on" structure: Federal lands road 45,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 700 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 770 (year 2025),  Design Load: HS 20,  Features Intersected: LITTLE PAINT BRANCH,  Facility Carried by Structure: NORTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: USDA/ARS,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 300000AAMA0201,  Location: BWI AIRPORT (Lat: 39.179828,  Lng: -76.670553),  Route carried "on" structure: Ramp Other road ,  Year Built: 1977,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 32.16m (105.51ft),  Average Daily Traffic: 11,760 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,638 (year 2038),  Design Load: H 15,  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: 2,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 58,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 5.0m (16.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.3 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: High priority of corrective action,  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 52.43m (172.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,512,000,  Roadway Improvement Cost: $1,651,000,  Total Project Cost: $18,163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000P-V19302,  Location: MD200 W of VA Manor Rd. (Lat: 39.066858,  Lng: -76.896475),  Route carried "on" structure: State highway 200,  Year Built: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,950 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,905 (year 2041),  Design Load: HS 20,  Features Intersected: Edmonston Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.134,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 0.3m (1.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2021

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Structure Number: 300000P-V19503,  Location: 0.1 MI. WEST OF KONTERRA (Lat: 39.066883,  Lng: -76.891814),  Route carried "on" structure: State highway 200,  Year Built: 2014,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 5,265 (year 2019),  Average Future Daily Traffic: 6,995 (year 2041),  Features Intersected: AMMENDALE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.376,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Good,  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: November 2021

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Structure Number: 300000P-V19701,  Location: 1.1 MI. E. OF I-95 (Lat: 39.067278,  Lng: -76.889025),  Route carried "on" structure: State highway 200,  Year Built: 2013,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 7,318 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,109 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MD 200,  Facility Carried by Structure: VIRGINA MANOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.536,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 304.8m (1,000.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016004401,  Location: 1.45 MILE SOUTH OF MD 212 (Lat: 39.032722,  Lng: -76.943025),  Route carried "under" structure: Interstate 95,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 187,850 (year 2009),  Features Intersected: IS 95,  Facility Carried by Structure: CHERRY HILL RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 43.588,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 10000016012901,  Location: 1.17 M E OF MONT CO LINE (Lat: 39.024872,  Lng: -76.949303),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,760 (year 2009),  Features Intersected: IS 495 RAMP 'F'(7),  Facility Carried by Structure: IS 95X NBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.883,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 10000016013001,  Location: 1.33 M E OF MONT CO LINE (Lat: 39.020633,  Lng: -76.947206),  Route carried "under" structure: Interstate 495,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 139,680 (year 2009),  Features Intersected: IS 495 IL,  Facility Carried by Structure: IS 95X RAMP 'D'
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.140,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 10000016013201,  Location: 0.77 MILE NORTH OF US 1 (Lat: 39.022247,  Lng: -76.939658),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 226,340 (year 2009),  Features Intersected: IS 95 NBR(OL),  Facility Carried by Structure: CHERRY HILL RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 41.770,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 10000016017501,  Location: 0.77 MILE NORTH OF US 1 (Lat: 39.021378,  Lng: -76.939544),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 346 (year 2006),  Truck Traffic: 5%,  Features Intersected: IS 95 RAMP 4,  Facility Carried by Structure: CHERRY HILL ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 41.770,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 10000016017501,  Location: 0.77 MILE NORTH OF US 1 (Lat: 39.021378,  Lng: -76.939544),  Route carried "under" structure: Interstate 95,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 226,340 (year 2009),  Features Intersected: IS 95 IL,  Facility Carried by Structure: CHERRY HILL ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 41.770,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 10000016017601,  Location: 1.31 M E OF MONT CO LINE (Lat: 39.026956,  Lng: -76.950103),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 319 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 495 RAMP 'F'(7),  Facility Carried by Structure: IS 95 RAMP I
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 10000016017601,  Location: 0.08 M S OF BR NO 1612900 (Lat: 39.026956,  Lng: -76.950103),  Route carried "under" structure: Interstate 95X,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 3,760 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS95X NB,  Facility Carried by Structure: IS 95 RAMP I
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 10000016017601,  Location: 1.31 M E OF MONT CO LINE (Lat: 39.026956,  Lng: -76.950103),  Route carried "under" structure: Interstate 495,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 139,680 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 495 OL,  Facility Carried by Structure: IS 95 RAMP I
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 200000P-010201,  Location: MUIRKIRK ROAD AT US 1 (Lat: 39.062172,  Lng: -76.885658),  Route carried "under" structure: US 1,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 31,110 (year 2016),  Truck Traffic: 4%,  Features Intersected: US 1 & CSXT,  Facility Carried by Structure: MUIRKIRK ROAD
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 16.541,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 300000P-V19701,  Location: 1.1 MI. E. OF I-95 (Lat: 39.067278,  Lng: -76.889025),  Route carried "under" structure: State highway 200,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: MD 200,  Facility Carried by Structure: VIRGINIA MANOR ROA
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 31.536,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 365.8m (1,200.1ft)