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

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Structure Number: 10000010000304,  Location: 1.74 MILE NORTH OF MD 550 (Lat: 39.650528,  Lng: -77.386303),  Route carried "on" structure: US 15,  Year Built: 1954,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 14,250 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,430 (year 2026),  Design Load: H 20,  Features Intersected: LITTLE OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010000401,  Location: 0.6 MILE NORTH OF MD 550 (Lat: 39.640164,  Lng: -77.402144),  Route carried "on" structure: US 15,  Year Built: 1954,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 27,210 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,861 (year 2026),  Design Load: HS 20,  Features Intersected: OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.283,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 60.8 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,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $233,000,  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: 10000010000601,  Location: 0.41 MILE NORTH OF US 15G (Lat: 39.607572,  Lng: -77.420778),  Route carried "on" structure: State highway 806A,  Year Built: 1950,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,072 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,317 (year 2026),  Features Intersected: HIGH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 56.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $36,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010000701,  Location: 0.84 MILE NORTH OF US 15 (Lat: 39.582947,  Lng: -77.433933),  Route carried "on" structure: State highway 806A,  Year Built: 1927,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,072 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,317 (year 2026),  Features Intersected: LITTLE HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010000902,  Location: .87 MILE NORTH OF MD 806A (Lat: 39.583628,  Lng: -77.435178),  Route carried "on" structure: US 15,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 30,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,265 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.046,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.2m (17.1ft)

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

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Structure Number: 10000010004901,  Location: 2.72 MI E OF WASH CO (Lat: 39.626125,  Lng: -77.440736),  Route carried "on" structure: State highway 77,  Year Built: 1971,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,271 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,852 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010005201,  Location: 0.29 MILE WEST OF US 15 (Lat: 39.623036,  Lng: -77.421981),  Route carried "on" structure: State highway 77,  Year Built: 1970,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,351 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,020 (year 2026),  Design Load: HS 20,  Features Intersected: HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 87.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $139,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010005301,  Location: 0.02 MI W OF FRUSHOUR RD (Lat: 39.613456,  Lng: -77.359553),  Route carried "on" structure: State highway 77,  Year Built: 1932,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,131 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,313 (year 2026),  Design Load: H 20,  Features Intersected: OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.007,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $257,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $283,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010005401,  Location: 0.63 MILE WEST OF MD 76 (Lat: 39.605353,  Lng: -77.330172),  Route carried "on" structure: State highway 77,  Year Built: 1928,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,211 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,365 (year 2026),  Features Intersected: BEAVER BRANCH
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.855,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $105,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010006101,  Location: 0.82 MILE NORTH OF US 15 (Lat: 39.645381,  Lng: -77.416181),  Route carried "on" structure: State highway 550,  Year Built: 1996,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 7,221 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,701 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.026,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 77.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000010010804,  Location: 0.26 MILE SOUTH OF MD 550 (Lat: 39.632481,  Lng: -77.414336),  Route carried "on" structure: US 15,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 28,321 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,450 (year 2029),  Design Load: HS 20,  Features Intersected: MARYLAND MIDLAND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.918,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010010901,  Location: 0.46 MILE SOUTH OF MD 15D (Lat: 39.624558,  Lng: -77.418092),  Route carried "on" structure: US 15,  Year Built: 1957,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 30,410 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,450 (year 2029),  Design Load: HS 20,  Features Intersected: MD 77, HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.017,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $802,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010015401,  Location: 0.36 MILE NORTH OF MD 15D (Lat: 39.634697,  Lng: -77.410917),  Route carried "on" structure: US 15,  Year Built: 1972,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 27,210 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,450 (year 2029),  Design Load: HS 20,  Features Intersected: MD 550
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.337,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010016901,  Location: 0.36 MILE NORTH OF MD 15D (Lat: 39.635161,  Lng: -77.410419),  Route carried "on" structure: US 15,  Year Built: 1982,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 27,210 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,450 (year 2029),  Design Load: HS 20,  Features Intersected: MD 550
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.337,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 10000010017001,  Location: 1.74 MILE NORTH OF MD 550 (Lat: 39.650778,  Lng: -77.386325),  Route carried "on" structure: US 15,  Year Built: 1982,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 27,210 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,430 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 63.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000010017301,  Location: 0.5 M N OF EYLER ROAD (Lat: 39.639906,  Lng: -77.401489),  Route carried "on" structure: County highway 2223,  Year Built: 1982,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,496 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,223 (year 2041),  Design Load: HS 20,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: ALBERT STAUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000010017901,  Location: 0.46 MILE SOUTH OF MD 15D (Lat: 39.625317,  Lng: -77.418464),  Route carried "on" structure: US 15,  Year Built: 1985,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 30,410 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,450 (year 2029),  Design Load: HS 20,  Features Intersected: MD 77, HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.017,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Underclear: 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: 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: 10000010018001,  Location: 0.03 MI S OF MD 77 (Lat: 39.624033,  Lng: -77.420644),  Route carried "on" structure: Ramp US 15,  Year Built: 1985,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 617 (year 2022),  Design Load: HS 20,  Features Intersected: HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 100000100181011,  Location: 0.77 MILE SOUTH OF MD 77 (Lat: 39.614481,  Lng: -77.420072),  Route carried "on" structure: US 15,  Year Built: 1985,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 30,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,980 (year 2029),  Design Load: HS 20,  Features Intersected: MD 15C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.761,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100000100181012,  Location: 0.77 MILE SOUTH OF MD 77 (Lat: 39.614831,  Lng: -77.420119),  Route carried "on" structure: US 15,  Year Built: 1985,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 30,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,980 (year 2029),  Design Load: HS 20,  Features Intersected: MD 15C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.761,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000F-040101,  Location: WEST OF LAYMAN RD INT (Lat: 39.569250,  Lng: -77.391528),  Route carried "on" structure: County highway 541,  Year Built: 1914,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 440 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 650 (year 2041),  Features Intersected: BIG HUNTING CREEK,  Facility Carried by Structure: BLACKS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.510,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-040201,  Location: 0.3 MI S OF MD RTE 77 (Lat: 39.608736,  Lng: -77.351383),  Route carried "on" structure: County highway 64,  Year Built: 1869,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 978 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,174 (year 2032),  Features Intersected: OWENS CREEK,  Facility Carried by Structure: OLD FREDERICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.459,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-040501,  Location: 0.87 MI S of MD 77 (Lat: 39.601939,  Lng: -77.338653),  Route carried "on" structure: County highway 544,  Year Built: 1882,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 327 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 486 (year 2040),  Design Load: H 15,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1496.370,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Better than 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: 6.40m (21.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $755,000,  Total Project Cost: $755,000,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-040603,  Location: 2.5 MILES EAST OF US 15 (Lat: 39.558478,  Lng: -77.390075),  Route carried "on" structure: County highway 536,  Year Built: 1982,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 148 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 178 (year 2032),  Features Intersected: SANDY RUN,  Facility Carried by Structure: ANGLEBERGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to 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: 200000F-040701,  Location: WEST OF OLD FREDERICK RD (Lat: 39.560036,  Lng: -77.384442),  Route carried "on" structure: County highway 738,  Year Built: 1890,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 151 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 175 (year 2040),  Features Intersected: HUNTING CREEK,  Facility Carried by Structure: STEVENS ROAD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Open Grating

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Structure Number: 200000F-040803,  Location: 0.37 MI S OF BLACKS MILL (Lat: 39.564681,  Lng: -77.387650),  Route carried "on" structure: County highway 559,  Year Built: 1982,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 102 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 122 (year 2032),  Features Intersected: LITTLE HUNTING CREEK,  Facility Carried by Structure: WILHIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

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

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Structure Number: 200000F-040901,  Location: 1000 FEET SOUTH OF MD 77 (Lat: 39.606478,  Lng: -77.334728),  Route carried "on" structure: County highway 546,  Year Built: 1975,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 93 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2041),  Design Load: HS 20,  Features Intersected: MARYLAND MIDLAND RAILROA,  Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000F-051303,  Location: 2.38 MILES N. OF MD RT 77 (Lat: 39.645636,  Lng: -77.344403),  Route carried "on" structure: County highway 479,  Year Built: 1975,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 672 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 806 (year 2032),  Design Load: HS 20,  Features Intersected: BEAVER BRANCH,  Facility Carried by Structure: OLD FREDERICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Satisfactory,  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: April 2021

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Structure Number: 200000F-052003,  Location: 0.6 MI WEST OF MD 76 (Lat: 39.624508,  Lng: -77.332778),  Route carried "on" structure: County highway 68,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 404 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 485 (year 2032),  Features Intersected: BEAVER BRANCH,  Facility Carried by Structure: APPOLDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

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

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Structure Number: 200000F-150101,  Location: AT BLACKS MILL RD INT (Lat: 39.564575,  Lng: -77.413950),  Route carried "on" structure: County highway 548,  Year Built: 1905,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 980 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,176 (year 2032),  Features Intersected: LITTLE HUNTING CREEK,  Facility Carried by Structure: HESSONG BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.5m (11.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Steel plate

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Structure Number: 200000F-150202,  Location: AT LAYMAN ROAD INTERSECTN (Lat: 39.593889,  Lng: -77.396694),  Route carried "on" structure: County highway 548,  Year Built: 1965,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 804 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2036),  Design Load: H 20,  Features Intersected: HUNTING CREEK,  Facility Carried by Structure: HESSONG BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 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: 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: June 2020

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Structure Number: 200000F-150301,  Location: 1.12 MI W OF US RTE 15 (Lat: 39.581083,  Lng: -77.447650),  Route carried "on" structure: County highway 90,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 201 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 352 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE HUNTING CREEK,  Facility Carried by Structure: CATOCTIN HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000F-150901,  Location: AT FRANKLINVILLE RD INT (Lat: 39.643753,  Lng: -77.413364),  Route carried "on" structure: County highway 30,  Year Built: 2001,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 533 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,366 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: KELBAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 200000F-151001,  Location: 0.37 MI E OF US RTE 15 (Lat: 39.640856,  Lng: -77.393781),  Route carried "on" structure: County highway 71,  Year Built: 1856,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 889 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,341 (year 2032),  Design Load: H 15,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: RODDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-151101,  Location: AT FRUSHOUR RD INT (Lat: 39.623375,  Lng: -77.364800),  Route carried "on" structure: County highway 86,  Year Built: 1887,  Year Reconstructed: 1996,  Status: Closed,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 59 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 150 (year 2039),  Design Load: H 15,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: HOOVERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2019,  Critical Feature Inspection Date: October 2019,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-151201,  Location: 1 MI S OF MUD COLLEGE RD (Lat: 39.630675,  Lng: -77.370514),  Route carried "on" structure: County highway 80,  Year Built: 1917,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 350 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 691 (year 2032),  Design Load: H 15,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: APPLES CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.733,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 15.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-152103,  Location: 0.06 MI EAST OF RODDY RD (Lat: 39.649717,  Lng: -77.385692),  Route carried "on" structure: County highway 78,  Year Built: 1975,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 338 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 880 (year 2038),  Features Intersected: LITTLE OWENS CREEK,  Facility Carried by Structure: OLD KILN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 87.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 200000F-152203,  Location: AT SMITH ROAD INTERSECTN (Lat: 39.667928,  Lng: -77.381503),  Route carried "on" structure: County highway 30,  Year Built: 1974,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 392 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 666 (year 2035),  Features Intersected: LITTLE OWENS CREEK,  Facility Carried by Structure: KELBAUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Satisfactory,  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: April 2020

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Structure Number: 200000F-152303,  Location: 0.13 S OF BLUE MTN ROAD (Lat: 39.596725,  Lng: -77.421358),  Route carried "on" structure: County highway 554,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 294 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 550 (year 2036),  Features Intersected: MUDDY RUN,  Facility Carried by Structure: BRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Fair,  Inventory Rating: 83.0 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: April 2021

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Structure Number: 200000F-152403,  Location: 0.1 MI NE OF MD RTE 550 (Lat: 39.658269,  Lng: -77.443514),  Route carried "on" structure: County highway 20,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 295 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2035),  Features Intersected: TRIB. OF OWENS CREEK,  Facility Carried by Structure: EYLERS VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.409,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 200000F-200903,  Location: N. OF MOUNTAINDALE ROAD (Lat: 39.549100,  Lng: -77.463089),  Route carried "on" structure: County highway 97,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE FISHING CREEK,  Facility Carried by Structure: GAMBRILL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 200000F-T-0101,  Location: 0.5 MI SE OF FREDERICK RD (Lat: 39.612511,  Lng: -77.409361),  Route carried "on" structure: City street 146,  Year Built: 1975,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 1,392 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,700 (year 2039),  Features Intersected: HUNTING CREEK,  Facility Carried by Structure: MOSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000F-T-0201,  Location: 0.2 MI SW OF MD 77 (Lat: 39.621417,  Lng: -77.412539),  Route carried "on" structure: City street 146,  Year Built: 1928,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,515 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,655 (year 2039),  Features Intersected: HUNTING CREEK,  Facility Carried by Structure: FREDERICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous