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

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Structure Number: 10000002000601,  Location: 0.09 MI N OF MD 270 (Lat: 39.182931,  Lng: -76.612900),  Route carried "on" structure: State highway 2,  Year Built: 1937,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 31,511 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,583 (year 2026),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.885,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100000020084014,  Location: 0.54 MILE EAST OF MD 174 (Lat: 39.144531,  Lng: -76.631217),  Route carried "on" structure: State highway 100,  Year Built: 1963,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 75,406 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,423 (year 2026),  Design Load: HS 20,  Features Intersected: MD 3 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.129,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $446,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $491,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000020085013,  Location: 0.82 MILE EAST OF MD 3BU (Lat: 39.139539,  Lng: -76.618847),  Route carried "on" structure: State highway 100,  Year Built: 1963,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 35,961 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,463 (year 2026),  Design Load: HS 20,  Features Intersected: OAKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.464,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $590,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000020085014,  Location: 0.82 MILE EAST OF MD 3BU (Lat: 39.139811,  Lng: -76.618336),  Route carried "on" structure: State highway 100,  Year Built: 1963,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 35,961 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,463 (year 2026),  Design Load: HS 20,  Features Intersected: OAKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.464,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $553,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $608,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000002008602,  Location: 0.79 MILE WEST OF MD 2 (Lat: 39.137806,  Lng: -76.611419),  Route carried "on" structure: State highway 100,  Year Built: 1964,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 73,112 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 82,926 (year 2026),  Design Load: HS 20,  Features Intersected: MARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.159,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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 24 months,  Inspection Date: July 2021

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Structure Number: 10000002009301,  Location: 0.12 MILE NORTH OF MD 711 (Lat: 39.206017,  Lng: -76.614197),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 40,541 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 60,812 (year 2029),  Design Load: HS 20,  Features Intersected: MD 695
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.491,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.3 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000002009402,  Location: MD 2/MD 695 INTERCHANGE (Lat: 39.205417,  Lng: -76.612350),  Route carried "on" structure: Ramp State highway 695,  Year Built: 1968,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 34,550 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,769 (year 2012),  Design Load: HS 20,  Features Intersected: CABIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.187,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 10000002009502,  Location: 0.03 MI N OF MD 711 (Lat: 39.205067,  Lng: -76.614044),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 46,601 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,103 (year 2026),  Design Load: HS 20,  Features Intersected: CABIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.346,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 76.2 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: December 2021

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Structure Number: 10000002010702,  Location: N OF MD 270 (Lat: 39.192622,  Lng: -76.605411),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,100 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,558 (year 2012),  Design Load: HS 20,  Features Intersected: BRANCH OF BACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

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: 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: 10000002010802,  Location: .056 MILE NORTH OF MD 710 (Lat: 39.194586,  Lng: -76.602661),  Route carried "on" structure: State highway 10,  Year Built: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 48,600 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,900 (year 2029),  Design Load: HS 20,  Features Intersected: BACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.066,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 74.1m (243.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: 100000020109011,  Location: 0.38 MI N OF MD 270 (Lat: 39.182153,  Lng: -76.604697),  Route carried "on" structure: State highway 10,  Year Built: 1973,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 47,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 62,040 (year 2029),  Design Load: HS 20,  Features Intersected: FURNACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.655,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Underwater 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: 10000002011001,  Location: AT MD 10 (Lat: 39.186233,  Lng: -76.604681),  Route carried "on" structure: County highway 546,  Year Built: 1974,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 2,465 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,592 (year 2012),  Design Load: HS 20,  Features Intersected: MD 10,  Facility Carried by Structure: DOVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.96m (26.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $974,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,071,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000002011402,  Location: 0.34 MI N OF MD 10 (Lat: 39.195653,  Lng: -76.597633),  Route carried "on" structure: State highway 710,  Year Built: 1973,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 13,471 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,062 (year 2026),  Design Load: HS 20,  Features Intersected: Tributary to Back Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 10000002011501,  Location: 0.79 MI N OF MD 648E (Lat: 39.168217,  Lng: -76.608558),  Route carried "on" structure: County highway 3806,  Year Built: 1975,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 32,100 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,878 (year 2012),  Design Load: HS 20,  Features Intersected: MD 10,  Facility Carried by Structure: N THOMPSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000002011601,  Location: 0.22 MI N OF MD 270 (Lat: 39.157456,  Lng: -76.603192),  Route carried "on" structure: State highway 648E,  Year Built: 1976,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 10,890 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,171 (year 2026),  Design Load: HS 20,  Features Intersected: MD 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.202,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 84.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000002012201,  Location: 0.52 MI S OF MD 2 (Lat: 39.176814,  Lng: -76.605781),  Route carried "on" structure: State highway 270,  Year Built: 1977,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 16,262 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,696 (year 2026),  Design Load: HS 20,  Features Intersected: MD 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 10000002012302,  Location: 0.08 MI S OF MD 10 (Lat: 39.176578,  Lng: -76.605739),  Route carried "on" structure: State highway 270,  Year Built: 1975,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 8,562 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,872 (year 2026),  Design Load: HS 20,  Features Intersected: BRANCH OF FURNACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

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: Better than present minimum 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: 10000002012801,  Location: 1.48 MI S OF MD 648E (Lat: 39.144933,  Lng: -76.606581),  Route carried "on" structure: State highway 2,  Year Built: 1936,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 23,961 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,619 (year 2026),  Design Load: H 20,  Features Intersected: BRANCH OF MARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.074,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10000002014001,  Location: 0.3 MI S OF BUS 3 (Lat: 39.111050,  Lng: -76.632397),  Route carried "on" structure: State highway 3D,  Year Built: 1990,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,511 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,083 (year 2026),  Design Load: HS 20,  Features Intersected: IS 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 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: 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 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: 100000020169011,  Location: 0.45 MI S OF MD 648E (Lat: 39.151728,  Lng: -76.599369),  Route carried "on" structure: State highway 10,  Year Built: 1988,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 43,170 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,453 (year 2026),  Design Load: HS 20,  Features Intersected: MARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.031,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 87.1 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,  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,  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: 100000020169012,  Location: 0.45 MI S OF MD 648E (Lat: 39.152033,  Lng: -76.599975),  Route carried "on" structure: State highway 10,  Year Built: 1988,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 43,170 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,453 (year 2026),  Design Load: HS 20,  Features Intersected: MARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.031,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 86.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000002017101,  Location: 0.3 MILE EAST OF MD 2 (Lat: 39.145156,  Lng: -76.598086),  Route carried "on" structure: County highway 780,  Year Built: 1988,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 8,520 (year 2007),  Average Future Daily Traffic: 9,824 (year 2026),  Design Load: HS 20,  Features Intersected: MD 10,  Facility Carried by Structure: MARLEY STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.3 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000020172012,  Location: 0.17 MI N OF MD 100 (Lat: 39.134908,  Lng: -76.588950),  Route carried "on" structure: State highway 10,  Year Built: 1988,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 43,170 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,453 (year 2026),  Design Load: HS 20,  Features Intersected: MD 177
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000AA201102,  Location: 0.1 MI. S. OF MD 710 (Lat: 39.191786,  Lng: -76.608794),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 10,047 (year 2018),  Average Future Daily Traffic: 13,200 (year 2040),  Design Load: HS 20,  Features Intersected: BACK CREEK,  Facility Carried by Structure: CHESAPEAKE CENTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 200000AA201303,  Location: 3.0 MI. E. OF I-97 (Lat: 39.137119,  Lng: -76.612561),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,097 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,400 (year 2045),  Features Intersected: MARLEY CREEK,  Facility Carried by Structure: HOSPITAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 200000AA300703,  Location: 1 MI SW of MD 173 (Lat: 39.177189,  Lng: -76.566514),  Route carried "on" structure: Alternate County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 13,455 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,200 (year 2040),  Design Load: HS 20,  Features Intersected: MARLEY CREEK,  Facility Carried by Structure: MARLEY NECK BOULEV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.122,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 200000AA300903,  Location: 0.23 MI South of MD 100 (Lat: 39.136636,  Lng: -76.618919),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 10,598 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,500 (year 2045),  Design Load: HS 20,  Features Intersected: MARLEY CREEK,  Facility Carried by Structure: OAKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 21 degrees,  Material/Design: Steel,  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: Good,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 200000AA301002,  Location: .56 MI. S. OF HOSPITAL DR (Lat: 39.134028,  Lng: -76.623406),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 6,824 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,937 (year 2040),  Design Load: HS 20,  Features Intersected: MARLEY CREEK,  Facility Carried by Structure: ELVATON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 200000AA301403,  Location: 0.81 MI. E. OF MD 97 (Lat: 39.134672,  Lng: -76.628556),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,323 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,936 (year 2036),  Design Load: H 20,  Features Intersected: MARLEY CREEK,  Facility Carried by Structure: HIDDEN BROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  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: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 200000AA501502,  Location: 0.2 MI W OF MD 3 (Lat: 39.177064,  Lng: -76.620700),  Route carried "on" structure: County highway 3616,  Year Built: 1972,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 14,871 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,756 (year 2033),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: 8TH AVENUE NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: November 2021

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Structure Number: 200000AA501603,  Location: .5 MILES E OF I-97 (Lat: 39.179864,  Lng: -76.625797),  Route carried "on" structure: ServiceCounty highway 4980,  Year Built: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 283 (year 2021),  Average Future Daily Traffic: 346 (year 2041),  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: BRIGHTON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.302,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

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

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Structure Number: 200000AA501703,  Location: .5 MILES E OF I-97 (Lat: 39.173044,  Lng: -76.628419),  Route carried "on" structure: County highway 3616,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 11,242 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,718 (year 2040),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: 8TH AVENUE NW
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: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 300000AAZ009015,  Location: Milepost M0.9 (Lat: 39.206589,  Lng: -76.597792),  Route carried "on" structure: Interstate 695,  Year Built: 1972,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 20,547 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,947 (year 2041),  Design Load: HS 20,  Features Intersected: MD 10 Ramp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000AAZ009016,  Location: Milepost 0.9 (Lat: 39.206300,  Lng: -76.597739),  Route carried "on" structure: Interstate 695,  Year Built: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,596 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,862 (year 2041),  Design Load: HS 20,  Features Intersected: MD 10 Ramp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000AAZ010015,  Location: Milepost M1.0 (Lat: 39.206747,  Lng: -76.601019),  Route carried "on" structure: Interstate 695,  Year Built: 1972,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 20,547 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,947 (year 2041),  Design Load: HS 20,  Features Intersected: MD 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 7 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior 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: Latex Concrete

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Structure Number: 300000AAZ010016,  Location: Milepost M1.0 (Lat: 39.206461,  Lng: -76.601114),  Route carried "on" structure: Interstate 695,  Year Built: 1981,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 18,596 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,862 (year 2041),  Design Load: HS 20,  Features Intersected: MD 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000002006101,  Location: 0.69 MI W OF MD 648E (Lat: 39.165731,  Lng: -76.642064),  Route carried "under" structure: State highway 176,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 22,262 (year 2009),  Features Intersected: MD 176 (DORSEY ROAD),  Facility Carried by Structure: IS 97
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 8.029,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 100000020082013,  Location: 1.71 MILES NORTH OF MD 10 (Lat: 39.134428,  Lng: -76.597675),  Route carried "under" structure: State highway 2,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 25,125 (year 2006),  Features Intersected: MD 2,  Facility Carried by Structure: MD 100 EBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 54.674,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 100000020083014,  Location: 0.69 MILE EAST OF IS 97 (Lat: 39.151386,  Lng: -76.635247),  Route carried "under" structure: State highway 174,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,580 (year 2009),  Features Intersected: MD 174,  Facility Carried by Structure: MD 100 WBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.059,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 100000020084014,  Location: 0.68 MILE SOUTH OF MD 174 (Lat: 39.144531,  Lng: -76.631217),  Route carried "under" structure: State highway 3,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 22,340 (year 2009),  Features Intersected: MD 3 BUS,  Facility Carried by Structure: MD 100 WBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.977,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 100000020085013,  Location: AT MD 100 (Lat: 39.139539,  Lng: -76.618847),  Route carried "under" structure: County highway 694,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,210 (year 2007),  Features Intersected: OAKWOOD ROAD,  Facility Carried by Structure: MD 100 EBR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 100000020085014,  Location: AT MD 100 (Lat: 39.139811,  Lng: -76.618336),  Route carried "under" structure: County highway 694,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,210 (year 2007),  Features Intersected: OAKWOOD ROAD,  Facility Carried by Structure: MD 100 WBR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 10000002009301,  Location: 0.11 MI N OF MD 711 (Lat: 39.206017,  Lng: -76.614197),  Route carried "under" structure: State highway 695,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 92,102 (year 2009),  Features Intersected: MD 695,  Facility Carried by Structure: MD 2
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.687,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 10000002011001,  Location: 0.63 MILE NORTH OF MD 270 (Lat: 39.186233,  Lng: -76.604681),  Route carried "under" structure: State highway 10,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 47,240 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 10,  Facility Carried by Structure: DOVER ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.107,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 10000002011201,  Location: 0.56 MI N OF MD 2 (Lat: 39.193794,  Lng: -76.603486),  Route carried "under" structure: State highway 10,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 48,600 (year 2009),  Features Intersected: MD 10
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.976,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 10000002011501,  Location: 0.63 MILE SOUTH OF MD 270 (Lat: 39.168217,  Lng: -76.608558),  Route carried "under" structure: State highway 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 46,310 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 10,  Facility Carried by Structure: N THOMPSON AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.080,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 10000002011601,  Location: 1.43 M S OF MD 270 (Lat: 39.157456,  Lng: -76.603192),  Route carried "under" structure: State highway 10,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 46,310 (year 2009),  Features Intersected: MD 10,  Facility Carried by Structure: MD 648E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 10000002011801,  Location: 0.29 MI S OF MD 695 (Lat: 39.201858,  Lng: -76.613381),  Route carried "under" structure: State highway 2,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 46,601 (year 2009),  Features Intersected: MD 2,  Facility Carried by Structure: IS 895B RAMP
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 63.025,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 10000002012201,  Location: 1.06 M S OF MD 710 (Lat: 39.176814,  Lng: -76.605781),  Route carried "under" structure: State highway 10,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 47,240 (year 2009),  Features Intersected: MD 10,  Facility Carried by Structure: MD 270
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 8.093,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 10000002014001,  Location: 1.08 M N OF BR NO 0214100 (Lat: 39.111050,  Lng: -76.632397),  Route carried "under" structure: Interstate 97,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 101,590 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 97,  Facility Carried by Structure: MD 3D
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.442,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 10000002017101,  Location: 0.92 MILE NORTH OF MD 177 (Lat: 39.145156,  Lng: -76.598086),  Route carried "under" structure: State highway 10,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 43,170 (year 2009),  Truck Traffic: 2%,  Features Intersected: MD 10,  Facility Carried by Structure: MARLEY STATION RD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 4.232,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 100000020172012,  Location: 0.6 MILE EAST OF MD 2 (Lat: 39.134908,  Lng: -76.588950),  Route carried "under" structure: State highway 177,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 20,591 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 177,  Facility Carried by Structure: MD 10 SBR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)