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

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Structure Number: 100000030317012,  Location: 0.82 MI N OF MCDONOUGH RD (Lat: 39.402167,  Lng: -76.765867),  Route carried "on" structure: Interstate 795,  Year Built: 1984,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 110,982 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 60,350 (year 2026),  Design Load: HS 20,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.791,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 10000003032101,  Location: 0.43 MI S OF MD 940 (Lat: 39.409339,  Lng: -76.782967),  Route carried "on" structure: Ramp Interstate 795,  Year Built: 1986,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 15,802 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,066 (year 2028),  Design Load: HS 20,  Features Intersected: IS 795 RAMP 'NB'(10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 73.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000003032401,  Location: 2.38 MI N OF MD 37 (Lat: 0.000108,  Lng: -0.000019),  Route carried "on" structure: Ramp Interstate 795,  Year Built: 1985,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 7,469 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,067 (year 2028),  Design Load: HS 20,  Features Intersected: MD 940
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,069,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,176,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000003032901,  Location: 0.28 MI S OF MD 940 (Lat: 39.409800,  Lng: -76.788506),  Route carried "on" structure: Ramp Interstate 795,  Year Built: 1985,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 7,469 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,612 (year 2028),  Design Load: HS 20,  Features Intersected: MD 940 RAMP 7'F'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000003033201,  Location: 1.1 MI N OF MD 940 (Lat: 39.425925,  Lng: -76.805839),  Route carried "on" structure: County highway 562,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 3,435 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,961 (year 2028),  Design Load: HS 20,  Features Intersected: IS 795,  Facility Carried by Structure: DOLFIELD BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 10000003036002,  Location: 0.62 MILE SOUTH OF MD 940 (Lat: 0.000108,  Lng: -0.000019),  Route carried "on" structure: Interstate 795,  Year Built: 1983,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 110,982 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 120,701 (year 2026),  Design Load: HS 20,  Features Intersected: IS 795 RAMP '10'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.326,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Culverts: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000B-010301,  Location: 0.5 MI SW REISTERSTOWN RD (Lat: 39.411047,  Lng: -76.778689),  Route carried "on" structure: County highway 2251,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 48,368 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 66,310 (year 2039),  Features Intersected: GWYNN FALLS,  Facility Carried by Structure: PAINTERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,900,000,  Roadway Improvement Cost: $390,000,  Total Project Cost: $4,290,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000B-011801,  Location: 0.3 M NW PAINTERS MILL RD (Lat: 39.413897,  Lng: -76.782497),  Route carried "on" structure: County highway 2254,  Year Built: 1965,  Status: Posted for load,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 8,948 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HS 20,  Features Intersected: GWYNNS FALLS,  Facility Carried by Structure: SOUTH DOLFIELD ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 12.8m (42.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000B-015401,  Location: 0.38 MI E OF MD 140 (Lat: 39.436197,  Lng: -76.791300),  Route carried "on" structure: County highway 587,  Year Built: 1976,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2042),  Features Intersected: ROACHES RUN,  Facility Carried by Structure: GWYNNBROOK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000B-015501,  Location: 0.81 MI W OF MD 25 (Lat: 39.469639,  Lng: -76.718111),  Route carried "on" structure: County highway 435,  Year Built: 1975,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 2,906 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,546 (year 2037),  Design Load: HS 20,  Features Intersected: BEAVERDAM RUN,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 200000B-020001,  Location: 0.06 MI S OF GWYNBRK AVE (Lat: 39.442900,  Lng: -76.781597),  Route carried "on" structure: County highway 447,  Year Built: 2003,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 10,900 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,800 (year 2040),  Features Intersected: TRIB OF GWYNNS FALLS,  Facility Carried by Structure: OWINGS MILLS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.3m (66.6ft)

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

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Structure Number: 200000B-020201,  Location: 0.09 MI E OWINGS MILLS BL (Lat: 39.443725,  Lng: -76.780297),  Route carried "on" structure: County highway 587,  Year Built: 1920,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,300 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,500 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY OF GWYNNS FALL,  Facility Carried by Structure: GWYNNBROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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 desirable criteria,  Deck Geometry: 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000B-026501,  Location: 2.63 MI. WEST MD 25 (Lat: 39.491464,  Lng: -76.753169),  Route carried "on" structure: County highway 441,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,664 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,215 (year 2042),  Features Intersected: WATERSPOUT RUN,  Facility Carried by Structure: TUFTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 17.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $825,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000B-041101,  Location: 0.64 MI E OF MD 940 (Lat: 39.403017,  Lng: -76.784028),  Route carried "on" structure: County highway 6779,  Year Built: 1985,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 14,690 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,828 (year 2041),  Features Intersected: RED RUN,  Facility Carried by Structure: RED RUN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-041901,  Location: 0.4 MI NW OF OWINGS MILLS (Lat: 39.418533,  Lng: -76.779286),  Route carried "on" structure: County highway 7297,  Year Built: 1986,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 10,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,738 (year 2041),  Features Intersected: REISTERSTOWN ROAD (MD 14,  Facility Carried by Structure: OWINGS MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 200000B-042301,  Location: 0.15 MI S OF I-795 (Lat: 39.404844,  Lng: -76.779406),  Route carried "on" structure: County highway 2251,  Year Built: 1984,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 49,918 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,435 (year 2041),  Design Load: HS 20,  Features Intersected: RED RUN,  Facility Carried by Structure: PAINTERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal 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: Monolithic Concrete

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Structure Number: 200000B-042801,  Location: 0.4 MI SW OF IS 795 (Lat: 39.404800,  Lng: -76.796197),  Route carried "on" structure: Ramp County highway 795,  Year Built: 1986,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 10,097 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,209 (year 2039),  Design Load: HS 20,  Features Intersected: OWINGS MILLS BOULEVARD,  Facility Carried by Structure: RAMP 'X'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 200000B-042901,  Location: 1 MI N OF REISTERSTOWN RD (Lat: 39.423147,  Lng: -76.778694),  Route carried "on" structure: County highway 7297,  Year Built: 1989,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 30,191 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,834 (year 2039),  Features Intersected: GWYNNS FALLS,  Facility Carried by Structure: OWINGS MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 62.6 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-043001,  Location: 1 MI N OF MD 140 (Lat: 39.431722,  Lng: -76.780689),  Route carried "on" structure: County highway 7297,  Year Built: 1989,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 25,212 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,764 (year 2040),  Features Intersected: GWYNNS FALLS,  Facility Carried by Structure: OWINGS MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-043101,  Location: 1 MI SOUTH OF IS 795 (Lat: 100.677775,  Lng: -76.795211),  Route carried "on" structure: County highway 7297,  Year Built: 1990,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 40,600 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,705 (year 2039),  Design Load: HS 20,  Features Intersected: RED RUN,  Facility Carried by Structure: OWINGS MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,764,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,940,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-045302,  Location: 0.1 MI N OF LAKESIDE BLVD (Lat: 39.407497,  Lng: -76.816100),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,600 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY TO RED RUN,  Facility Carried by Structure: DOLFIELD BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.0m (13.1ft)

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

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Structure Number: 200000B-047402,  Location: 1.55 MI N. OF RT. 26 (Lat: 39.388197,  Lng: -76.786697),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 34,198 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,007 (year 2041),  Design Load: HS 20,  Features Intersected: HORSEHEAD BRANCH,  Facility Carried by Structure: MCDONOGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.2 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 200000B-048601,  Location: 0.9 MI S OF RED RUN BLVD (Lat: 39.413003,  Lng: -76.813989),  Route carried "on" structure: Alternate County highway 7367,  Year Built: 2010,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 22,984 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,774 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RED RUN BRANCH,  Facility Carried by Structure: DOLFIELD BOULEVARD
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),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000B-052503,  Location: 2.5 MI. NW OF JCT. SR 140 (Lat: 39.451242,  Lng: -76.786703),  Route carried "on" structure: Other road 7297,  Year Built: 1996,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 8,600 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,500 (year 2040),  Features Intersected: BRANCH OF GWYNNS FALLS,  Facility Carried by Structure: OWINGS MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 168.3m (552.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 2020

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Structure Number: 200000B-052603,  Location: 1.0 MI. SW. EXIT 4 I-795 (Lat: 39.400461,  Lng: -76.799522),  Route carried "on" structure: Other road 7709,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2030),  Features Intersected: RED RUN,  Facility Carried by Structure: LAKESIDE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  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: Good,  Culverts: Good,  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: January 2020

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Structure Number: 200000B-058601,  Location: 2.7 MI SW OF MD 140 (Lat: 39.387089,  Lng: -76.802331),  Route carried "on" structure: County highway 7297,  Year Built: 2012,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 37,600 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,900 (year 2040),  Features Intersected: HORSEHEAD BRANCH,  Facility Carried by Structure: OWINGS MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 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: 34.0 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000B-072202,  Location: AT LAMBORN RD INTERSECT (Lat: 39.390522,  Lng: -76.780186),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 14,121 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,650 (year 2040),  Features Intersected: TRIB. TO HORSEHEAD BR.,  Facility Carried by Structure: MCDONOGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 35.6 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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: 200000B-074701,  Location: 2.5 MI. S. OF IS 795 (Lat: 39.381889,  Lng: -76.810083),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 7,431 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,764 (year 2040),  Features Intersected: SCOTTS LEVEL BRANCH,  Facility Carried by Structure: OWINGS MILLS BOULE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.5 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000030319011,  Location: 0.64 MI S OF MD 140 (Lat: 39.406697,  Lng: -76.777336),  Route carried "under" structure: County highway 2251,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 19,852 (year 2009),  Features Intersected: PAINTERS MILL RD, GWYNNS,  Facility Carried by Structure: IS 795 NBR,RAMP C
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 100000030319012,  Location: 0.67 MI S OF MD 140 (Lat: 39.406844,  Lng: -76.778917),  Route carried "under" structure: County highway 2251,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 19,852 (year 2009),  Features Intersected: PAINTERS MILL RD, GWYNNS,  Facility Carried by Structure: IS 795 SBR,RAMP C
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.722,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 10000003032101,  Location: 0.43 MI S OF MD 940 (Lat: 39.409339,  Lng: -76.782967),  Route carried "under" structure: Ramp Interstate 795,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,284 (year 2008),  Features Intersected: IS 795 RAMP 'NB'(10)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 5.632,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 100000030323011,  Location: 0.7 M N OF RED RUN BL'VD (Lat: 39.411933,  Lng: -76.790869),  Route carried "under" structure: State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 45,921 (year 2009),  Features Intersected: MD 940,  Facility Carried by Structure: IS 795 NBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 100000030323012,  Location: 0.7 M N OF RED RUN BL'VD (Lat: 39.412039,  Lng: -76.791744),  Route carried "under" structure: State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 45,921 (year 2009),  Features Intersected: MD 940,  Facility Carried by Structure: IS 795 SBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 10000003032401,  Location: 0.67 M N OF RED RUN BL'VD (Lat: 39.411881,  Lng: -76.792111),  Route carried "under" structure: State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 45,921 (year 2009),  Features Intersected: MD 940,  Facility Carried by Structure: IS 795 RAMP SB
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 10000003032501,  Location: 0.17 MILE WEST OF IS 795 (Lat: 39.410814,  Lng: -76.794075),  Route carried "under" structure: State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 45,921 (year 2009),  Features Intersected: MD 940,  Facility Carried by Structure: IS 795 RAMP 'F'
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.853,  Lanes on structure: 1,  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: 10000003032601,  Location: 0.15 MILE EAST OF IS 795 (Lat: 39.412975,  Lng: -76.788719),  Route carried "under" structure: State highway 940,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 45,921 (year 2009),  Features Intersected: MD 940,  Facility Carried by Structure: IS 795 RAMP 'C'
Minimum Vertical Clearance: 11.28m (37.01ft),  Kilometerpoint: 1.368,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 100000030327011,  Location: 0.13 MI N OF MD 940 (Lat: 39.413278,  Lng: -76.792781),  Route carried "under" structure: Ramp State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 14,324 (year 2008),  Features Intersected: MD 940 RAMP 7'F',  Facility Carried by Structure: IS 795 NBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 100000030327012,  Location: @ US 795 & MD 940 (Lat: 39.413311,  Lng: -76.793422),  Route carried "under" structure: Ramp State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 14,324 (year 2008),  Features Intersected: MD 940 RAMP 7'F',  Facility Carried by Structure: IS 795 SBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 10000003032801,  Location: @ IS 795 & MD 940 (Lat: 39.412903,  Lng: -76.793411),  Route carried "under" structure: Ramp State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 5,322 (year 2008),  Features Intersected: MD 940 RAMP 7'F',  Facility Carried by Structure: IS 795 RAMP 9 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 10000003032901,  Location: 0.28 MI S OF MD 940 (Lat: 39.409800,  Lng: -76.788506),  Route carried "under" structure: Ramp State highway 940,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 5,332 (year 2008),  Features Intersected: MD 940 RAMP 7'F',  Facility Carried by Structure: IS 795 RAMP 9 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.981,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 10000003033001,  Location: @ MD 940 (Lat: 39.413178,  Lng: -76.792367),  Route carried "under" structure: Interstate 795,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 68,761 (year 2009),  Features Intersected: IS 795, RAMP 7'F' &9
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 6.500,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

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Structure Number: 10000003033201,  Location: 1.24 MI N OF MD 940 (Lat: 39.425925,  Lng: -76.805839),  Route carried "under" structure: Interstate 795,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 68,761 (year 2009),  Features Intersected: IS 795,  Facility Carried by Structure: PLEASANT HILL ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 8.319,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 100000030333011,  Location: 0.06 M E OF RED RUN BLVD (Lat: 39.434367,  Lng: -76.815561),  Route carried "under" structure: County highway 8101,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2005),  Features Intersected: CHURCH ROAD,  Facility Carried by Structure: IS 795 NBR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)