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

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Structure Number: 10000002002601,  Location: ON PRINCE GEORGES CO LINE (Lat: 38.955586,  Lng: -76.694536),  Route carried "on" structure: Interstate 595,  Year Built: 1951,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 81,102 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 111,102 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 10000002002701,  Location: 0.80 MI E OF PG CO LINE (Lat: 38.955883,  Lng: -76.679261),  Route carried "on" structure: Interstate 595,  Year Built: 1950,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 81,102 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 111,102 (year 2029),  Design Load: HS 20,  Features Intersected: PATUXENT RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 46.1m (151.2ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 67.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016001701,  Location: .164 MILE SOUTH OF MD 197 (Lat: 38.969550,  Lng: -76.758144),  Route carried "on" structure: State highway 450B,  Year Built: 2006,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 10,841 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,883 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.252,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016002102,  Location: .25 M N OF RUSTIC HILL DR (Lat: 39.003603,  Lng: -76.761133),  Route carried "on" structure: State highway 197,  Year Built: 1989,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 26,322 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,941 (year 2026),  Design Load: HS 20,  Features Intersected: HORSEPEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 10000016004801,  Location: 0.18 MILE WEST OF MD 214 (Lat: 38.902058,  Lng: -76.734922),  Route carried "on" structure: State highway 978A,  Year Built: 1929,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,180 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,294 (year 2026),  Features Intersected: COLLINGTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000016008601,  Location: 1.43 MILES S OF MD 450 (Lat: 38.952606,  Lng: -76.742817),  Route carried "on" structure: State highway 197,  Year Built: 1990,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 31,802 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,944 (year 2026),  Design Load: HS 20,  Features Intersected: IS 595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016021401,  Location: 0.19 MILE S OF MD 197C (Lat: 39.017142,  Lng: -76.765125),  Route carried "on" structure: State highway 197,  Year Built: 1981,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 22,230 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,035 (year 2039),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.298,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000016023001,  Location: MD 3,US 301,IS 595 INT (Lat: 38.954978,  Lng: -76.714861),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1992,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 724 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 835 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IS 595 & CD ROAD 'E-W'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 10000016023101,  Location: MD 3,US 301,IS 595 INT (Lat: 38.956794,  Lng: -76.714486),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1992,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 724 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 835 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IS 595 RAMP E-N(2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016023201,  Location: MD 3,US 301,IS 595 INT (Lat: 38.954969,  Lng: -76.715033),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1992,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 13,853 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,973 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IS 595 AND CD ROAD 'E-W'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.226,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 10000016023301,  Location: MD 3,US 301,IS 595 INT (Lat: 38.958228,  Lng: -76.716375),  Route carried "on" structure: Ramp US 301,  Year Built: 1992,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,806 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,082 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IS 595 RAMPS E-N & W-N,  Facility Carried by Structure: MD 3 RAMP S(10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 66.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016023401,  Location: 1.4 MILES EAST OF MD 197 (Lat: 38.954939,  Lng: -76.717592),  Route carried "on" structure: Spur Interstate 595,  Year Built: 1993,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 84,295 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 91,039 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: US 301/MD 3 & RMP S-W(1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.001,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 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: 44.2m (145.0ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,052,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $2,257,000,  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: 10000016023501,  Location: MD 3,US 301,IS 595 INT (Lat: 38.953833,  Lng: -76.719528),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1992,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 14,577 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,807 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IS 595 RAMP N-E(5)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 57.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016023601,  Location: MD 3,US 301,IS 595 INT (Lat: 38.955442,  Lng: -76.716836),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1992,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 14,577 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,807 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MD 3 & RAMP S-W(1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  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: 13.9m (45.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016024001,  Location: 0.55 MILE NORTH OF IS 595 (Lat: 38.962875,  Lng: -76.716897),  Route carried "on" structure: State highway 3,  Year Built: 1989,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 61,810 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,693 (year 2026),  Design Load: HS 20,  Features Intersected: MD 3E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 49.2m (161.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016026001,  Location: 0.16 MILE WEST OF MD 197 (Lat: 38.973294,  Lng: -76.759828),  Route carried "on" structure: State highway 450,  Year Built: 2003,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 27,040 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,504 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.989,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000016026903,  Location: .3 M N/Old Jericho Park R (Lat: 39.020092,  Lng: -76.768744),  Route carried "on" structure: State highway 197,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,692 (year 2009),  Average Future Daily Traffic: 22,806 (year 2026),  Features Intersected: TRIB TO PATUXENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 73.9 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: March 2021

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Structure Number: 200000AA100201,  Location: 1.8 MI WEST OF MD 424 (Lat: 38.952203,  Lng: -76.675792),  Route carried "on" structure: County highway 2715,  Year Built: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 487 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 857 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: GREEN BRANCH,  Facility Carried by Structure: GOVERNOR BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.546,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $427,000,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000P-011101,  Location: 1.37 MILES S OF MD 197 (Lat: 39.008467,  Lng: -76.745792),  Route carried "on" structure: County highway 49,  Year Built: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,360 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,420 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: HORSEPEN BRANCH,  Facility Carried by Structure: RACE TRACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000P-011203,  Location: 1000 FT S BOWIE RACE TRCK (Lat: 39.001894,  Lng: -76.739258),  Route carried "on" structure: County highway 49,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,008 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,880 (year 2036),  Features Intersected: TRIB OF PATUXENT RIVER,  Facility Carried by Structure: RACE TRACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 200000P-011303,  Location: 0.30 MI N OF MD 450 (Lat: 38.986167,  Lng: -76.731036),  Route carried "on" structure: County highway 49,  Year Built: 1969,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 18,476 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,523 (year 2040),  Design Load: H 20,  Features Intersected: TRIB TO PATUXENT RIVER,  Facility Carried by Structure: RACE TRACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.278,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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 desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $220,000

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Structure Number: 200000P-011402,  Location: 1.03 MILES S OF MD 197 (Lat: 38.992853,  Lng: -76.774289),  Route carried "on" structure: County highway 51,  Year Built: 1985,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,030 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,410 (year 2037),  Design Load: HS 20,  Features Intersected: HORSEPEN BRANCH,  Facility Carried by Structure: HIGH BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2021

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Structure Number: 200000P-013003,  Location: .3 MI NE OF BOWIE R TRACK (Lat: 39.009333,  Lng: -76.747800),  Route carried "on" structure: County highway 49,  Year Built: 2000,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,360 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,420 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: W B & A TRAIL,  Facility Carried by Structure: RACE TRACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Culverts: Good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 200000P-056202,  Location: 1.43 MILES EAST OF MD193 (Lat: 38.927303,  Lng: -76.778906),  Route carried "on" structure: County highway 111,  Year Built: 2007,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 12,127 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,333 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY TO NORTHEAST B,  Facility Carried by Structure: WOODMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 200000P-058301,  Location: 1.2 MILES WEST OF US 301 (Lat: 38.925431,  Lng: -76.741133),  Route carried "on" structure: County highway 66,  Year Built: 2008,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 10,294 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,915 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: COLLINGTON BRANCH,  Facility Carried by Structure: MOUNT OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 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: 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,  Length Of Structure Improvement: 2.56m (8.40ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000P-059601,  Location: 1.34 MILES NW OF US 301 (Lat: 38.868500,  Lng: -76.745844),  Route carried "on" structure: County highway 103,  Year Built: 1985,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,568 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,310 (year 2037),  Design Load: HS 20,  Features Intersected: COLLINGTON BRANCH,  Facility Carried by Structure: LEELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000P-059901,  Location: ON AA CO LINE (Lat: 38.951428,  Lng: -76.693247),  Route carried "on" structure: County highway 72,  Year Built: 1920,  Year Reconstructed: 1995,  Status: Closed,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 7,068 (year 2017),  Average Future Daily Traffic: 7,209 (year 2037),  Features Intersected: PATUXENT RIVER,  Facility Carried by Structure: GOVERNOR BRIDGE RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Critical Feature Inspection Date: March 2015,  Bridge Improvement Cost: $495,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $744,000 ( Estimate for 2015),  Deck Structure Type: Open Grating

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Structure Number: 200000P-B-0103,  Location: 0.2 MI NORTH OF MD 450 (Lat: 38.981550,  Lng: -76.738575),  Route carried "on" structure: City street 1880,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,902 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,798 (year 2037),  Design Load: HS 20,  Features Intersected: TRIB TO PATUXENT RIVER,  Facility Carried by Structure: MILLSTREAM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Satisfactory,  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: March 2021

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Structure Number: 200000P-B-0203,  Location: 0.5 MI NORTH OF MD 450 (Lat: 38.981611,  Lng: -76.741978),  Route carried "on" structure: City street 1580,  Year Built: 1962,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,933 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,844 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO PATUXENT RIVER,  Facility Carried by Structure: MADELEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Structural Evaluation: 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: June 2021

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Structure Number: 300000HONR0101,  Location: PATAPSCO VALLEY ST PARK (Lat: 39.028500,  Lng: -76.749361),  Route carried "on" structure: State lands road ,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 110 (year 2035),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF PATAPSCO RI,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 10000002002701,  Location: 0.81 MI E OF PG CO LINE (Lat: 38.955883,  Lng: -76.679261),  Route carried "under" structure: County highway 2714,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 933 (year 2006),  Features Intersected: PATUXENT RIVER ROAD,  Facility Carried by Structure: IS 595
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.047,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 10000016008601,  Location: 1.4 MILES WEST OF US 301 (Lat: 38.952606,  Lng: -76.742817),  Route carried "under" structure: Interstate 595,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 97,580 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 595,  Facility Carried by Structure: MD 197
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.748,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 10000016022813,  Location: 0.22 MI E OF MD 197 (Lat: 38.952869,  Lng: -76.738058),  Route carried "under" structure: Interstate 595,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 105,940 (year 2006),  Features Intersected: IS 595,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 11.102,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 10000016022901,  Location: 0.09 MILE SOUTH OF IS 595 (Lat: 38.953872,  Lng: -76.717722),  Route carried "under" structure: US 301,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 47,862 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 301,  Facility Carried by Structure: IS 595 RAMP W-N(3)
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 38.487,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 10000016022901,  Location: 0.09 MILE SOUTH OF IS 595 (Lat: 38.953872,  Lng: -76.717722),  Route carried "under" structure: Ramp Interstate 301,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,801 (year 2006),  Truck Traffic: 8%,  Features Intersected: US 301 RAMP S-W(1),  Facility Carried by Structure: IS 595 RAMP W-N(3)
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 38.487,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 10000016022901,  Location: 0.09 MILE SOUTH OF IS 595 (Lat: 38.953872,  Lng: -76.717722),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,229 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 RAMP N-E(5)
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 38.487,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 10000016023001,  Location: 0.15 MILE EAST OF MD 3 (Lat: 38.954978,  Lng: -76.714861),  Route carried "under" structure: Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 81,102 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 595
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.242,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 10000016023001,  Location: 0.15 MILE EAST OF MD 3 (Lat: 38.954978,  Lng: -76.714861),  Route carried "under" structure: Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 7,629 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 CD ROAD 'E-W'
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.242,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 10000016023101,  Location: 0.15 MILE EAST OF MD 3 (Lat: 38.956794,  Lng: -76.714486),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,553 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 RAMP E-N(2)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.033,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 10000016023201,  Location: 0.14 MILE EAST OF MD 3 (Lat: 38.954969,  Lng: -76.715033),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 81,102 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 595
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.226,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 10000016023201,  Location: 0.14 MILE EAST OF MD 3 (Lat: 38.954969,  Lng: -76.715033),  Route carried "under" structure: Interstate 595,  Year Built: 1922,  Structure Length: 0. m,  Average Daily Traffic: 7,629 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 CD ROAD 'E-W'
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 13.226,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 10000016023301,  Location: 0.22 MILE NORTH OF IS 595 (Lat: 38.958228,  Lng: -76.716375),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,553 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 RAMP E-N(2),  Facility Carried by Structure: MD 3 RAMP S(10)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 13.097,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 10000016023301,  Location: 0.22 MILE NORTH OF IS 595 (Lat: 38.958228,  Lng: -76.716375),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 13,853 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 RAMP W-N(3),  Facility Carried by Structure: MD 3 RAMP S(10)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.097,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 10000016023401,  Location: 0.55 MILE SOUTH OF MD 3E (Lat: 38.954939,  Lng: -76.717592),  Route carried "under" structure: US 301,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 47,862 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 301/MD 3,  Facility Carried by Structure: IS 595
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 38.632,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 10000016023401,  Location: 0.55 MILE SOUTH OF MD 3E (Lat: 38.954939,  Lng: -76.717592),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,801 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 RAMP S-W(1)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 10000016023501,  Location: 0.13 MILE WEST OF MD 3 (Lat: 38.953833,  Lng: -76.719528),  Route carried "under" structure: Ramp Interstate 595,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,229 (year 2006),  Truck Traffic: 8%,  Features Intersected: IS 595 RAMP N-E(5)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.792,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 10000016023601,  Location: 0.02 MILE NORTH OF US 301 (Lat: 38.955442,  Lng: -76.716836),  Route carried "under" structure: State highway 3,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 61,810 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 3,  Facility Carried by Structure: IS 595 CD ROAD E-W
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 10000016023601,  Location: 0.02 MILE NORTH OF US 301 (Lat: 38.955442,  Lng: -76.716836),  Route carried "under" structure: Ramp State highway 3,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,801 (year 2006),  Truck Traffic: 8%,  Features Intersected: MD 3 RAMP S-W(1),  Facility Carried by Structure: IS 595 CD ROAD E-W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 10000016024001,  Location: 0.26 M E OF KENDALE LANE (Lat: 38.962875,  Lng: -76.716897),  Route carried "under" structure: State highway 3E,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,711 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 3E,  Facility Carried by Structure: MD 3
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.878,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)