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

Find on map >>   Show street view

Structure Number: 10000011001001,  Location: 1.02 MILES N OF MD 42A (Lat: 39.663408,  Lng: -79.450806),  Route carried "on" structure: State highway 42,  Year Built: 1933,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,055 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,057 (year 2026),  Features Intersected: BUFFALO RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.450,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10000011001101,  Location: 0.48 MILE NORTH OF MD 42 (Lat: 39.663978,  Lng: -79.406953),  Route carried "on" structure: State highway 742,  Year Built: 1932,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 1,100 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,211 (year 2026),  Design Load: H 20,  Features Intersected: YOUGHIOGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  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: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100000110015013,  Location: 0.12 MILE WEST OF MD 742 (Lat: 39.661036,  Lng: -79.408592),  Route carried "on" structure: Interstate 68,  Year Built: 1974,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,896 (year 2026),  Design Load: HS 20,  Features Intersected: WATER ST, YOUGHIOGHENY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.438,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110015014,  Location: 0.12 MILE WEST OF MD 742 (Lat: 39.661039,  Lng: -79.407536),  Route carried "on" structure: Interstate 68,  Year Built: 1973,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,896 (year 2026),  Design Load: HS 20,  Features Intersected: WATER ST, YOUGHIOGHENY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.438,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110038013,  Location: 0.48 MILE EAST OF MD 742 (Lat: 39.661692,  Lng: -79.398447),  Route carried "on" structure: Interstate 68,  Year Built: 1973,  Status: Open,  Structure Length: 23.01m (75.49ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,440 (year 2029),  Design Load: HS 20,  Features Intersected: MAPLE ST, BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.334,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110038014,  Location: 0.48 MILE EAST OF MD 742 (Lat: 39.662153,  Lng: -79.396903),  Route carried "on" structure: Interstate 68,  Year Built: 1973,  Status: Open,  Structure Length: 23.01m (75.49ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,440 (year 2029),  Design Load: HS 20,  Features Intersected: MAPLE ST, BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.334,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110039013,  Location: 0.33 MILE WEST OF MD 742 (Lat: 39.661703,  Lng: -79.412197),  Route carried "on" structure: Interstate 68,  Year Built: 1974,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,896 (year 2026),  Design Load: HS 20,  Features Intersected: MD 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.132,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 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: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110039014,  Location: 0.33 MILE WEST OF MD 742 (Lat: 39.661939,  Lng: -79.412400),  Route carried "on" structure: Interstate 68,  Year Built: 1974,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,896 (year 2026),  Design Load: HS 20,  Features Intersected: MD 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.132,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior 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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110040013,  Location: 0.33 MILE EAST OF MD 42 (Lat: 39.660636,  Lng: -79.406011),  Route carried "on" structure: Interstate 68,  Year Built: 1974,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,440 (year 2029),  Design Load: HS 20,  Features Intersected: MD 742
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.669,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110040014,  Location: 0.33 MILE EAST OF MD 42 (Lat: 39.660842,  Lng: -79.406161),  Route carried "on" structure: Interstate 68,  Year Built: 1974,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 12,240 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,440 (year 2029),  Design Load: HS 20,  Features Intersected: MD 742
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.669,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10000011004201,  Location: 0.22 MI S OF MD 42 (Lat: 39.654028,  Lng: -79.439189),  Route carried "on" structure: County highway 355,  Year Built: 1975,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 2,113 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,614 (year 2026),  Design Load: HS 20,  Features Intersected: IS 68,  Facility Carried by Structure: BLOOMING ROSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10000011004502,  Location: 1.27 MILES E OF W VA (Lat: 39.658106,  Lng: -79.453897),  Route carried "on" structure: Interstate 68,  Year Built: 1975,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 14,341 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,630 (year 2029),  Design Load: HS 20,  Features Intersected: BUFFALO RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.055,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

Find on map >>   Show street view

Structure Number: 100000110046013,  Location: 0.66 MILE EAST OF W VA (Lat: 39.661136,  Lng: -79.465203),  Route carried "on" structure: Interstate 68,  Year Built: 1975,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 15,710 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,630 (year 2029),  Design Load: HS 20,  Features Intersected: SAND SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100000110046014,  Location: 0.66 MILE EAST OF W VA (Lat: 39.661217,  Lng: -79.464761),  Route carried "on" structure: Interstate 68,  Year Built: 1975,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 15,710 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,630 (year 2029),  Design Load: HS 20,  Features Intersected: SAND SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10000011005401,  Location: 0.11 MILE NORTH OF MD 742 (Lat: 39.659172,  Lng: -79.409886),  Route carried "on" structure: State highway 42,  Year Built: 1976,  Status: Open,  Structure Length: 17.25m (56.59ft),  Average Daily Traffic: 2,791 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,737 (year 2026),  Design Load: HS 20,  Features Intersected: YOUGHIOGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.874,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.9 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: Better than present minimum criteria,  Underclear: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 200000G-007201,  Location: 0.2 MI NE OF MD RTE 42 (Lat: 39.690517,  Lng: -79.438689),  Route carried "on" structure: County highway 9,  Year Built: 1989,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 48 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 59 (year 2041),  Design Load: HS 20,  Features Intersected: BUFFALO RUN,  Facility Carried by Structure: BUFFALO RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.827,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $224,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-007301,  Location: 0.37 MI NE OF MD RTE 42 (Lat: 39.692200,  Lng: -79.437275),  Route carried "on" structure: County highway 9,  Year Built: 1989,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 44 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 53 (year 2041),  Features Intersected: BUFFALO RUN,  Facility Carried by Structure: BUFFALO RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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),  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $224,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-007401,  Location: 1.33 MI E OF MD RTE 42 (Lat: 39.688794,  Lng: -79.421389),  Route carried "on" structure: County highway 9,  Year Built: 1982,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 40 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2039),  Features Intersected: BUFFALO RUN,  Facility Carried by Structure: BUFFALO RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $17,000,  Total Project Cost: $17,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-007501,  Location: .5 MI NW OLD GOOD HOPE RD (Lat: 39.676403,  Lng: -79.444581),  Route carried "on" structure: County highway 354,  Year Built: 1935,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 133 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 165 (year 2041),  Design Load: HS 20,  Features Intersected: BUFFALO RUN,  Facility Carried by Structure: HUMBERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,000,  Total Project Cost: $20,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-007601,  Location: 0.26 MI E OF MD RTE 42 (Lat: 39.366678,  Lng: -79.451767),  Route carried "on" structure: County highway 352,  Year Built: 1919,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 122 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2041),  Features Intersected: BUFFALO RUN,  Facility Carried by Structure: OLD MORGANTOWN ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $213,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-007701,  Location: 0.01 MI N OF WALNUT ST (Lat: 39.664056,  Lng: -79.401500),  Route carried "on" structure: County highway 34,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 40 (year 2041),  Features Intersected: BEAR CREEK,  Facility Carried by Structure: OLD SELBYSPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: 5.49m (18.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $399,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-007801,  Location: 0.04 MI NE OF PARK AVE (Lat: 39.665444,  Lng: -79.419389),  Route carried "on" structure: County highway 356,  Year Built: 1979,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,055 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,290 (year 2041),  Features Intersected: BEAR CREEK,  Facility Carried by Structure: FRIENDSVILLE ADDIS
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.016,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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 minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $11,000,  Total Project Cost: $11,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000G-008401,  Location: 0.01 MI S MILL RUN RD (Lat: 39.710481,  Lng: -79.370053),  Route carried "on" structure: County highway 29,  Year Built: 2015,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 138 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 168 (year 2041),  Design Load: HS 20,  Features Intersected: MILL RUN,  Facility Carried by Structure: CHET KELLY 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 100000110015013,  Location: 0.11 MI W OF MD 742 (Lat: 39.661036,  Lng: -79.408592),  Route carried "under" structure: City street 110,  Year Built: 1974,  Structure Length: 0. m,  Features Intersected: WATER ST,YOUGHIOGHENY RI,  Facility Carried by Structure: IS 68 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.370,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 100000110015014,  Location: 0.11 MI W OF MD 742 (Lat: 39.661039,  Lng: -79.407536),  Route carried "under" structure: City street 110,  Year Built: 1973,  Structure Length: 0. m,  Features Intersected: WATER ST,YOUGHIOGHENY RI,  Facility Carried by Structure: IS 68 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 100000110038013,  Location: 0.46 MI E OF MD 742 (Lat: 39.661692,  Lng: -79.398447),  Route carried "under" structure: County highway 446,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,074 (year 2009),  Features Intersected: MAPLE ST, BEAR CREEK,  Facility Carried by Structure: IS 68 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 100000110038014,  Location: 0.46 MI E OF MD 742 (Lat: 39.662153,  Lng: -79.396903),  Route carried "under" structure: County highway 446,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 2,074 (year 2009),  Features Intersected: MAPLE ST, BEAR CREEK,  Facility Carried by Structure: IS 68 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 100000110039013,  Location: 0.4 MILE NORTH OF MD 742 (Lat: 39.661703,  Lng: -79.412197),  Route carried "under" structure: State highway 42,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,071 (year 2009),  Features Intersected: MD 42,  Facility Carried by Structure: IS 68 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 12.341,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 100000110039014,  Location: 0.4 MILE NORTH OF MD 742 (Lat: 39.661939,  Lng: -79.412400),  Route carried "under" structure: State highway 42,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,071 (year 2009),  Features Intersected: MD 42,  Facility Carried by Structure: IS 68 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 12.341,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 100000110040013,  Location: 0.17 MILE NORTH OF MD 42 (Lat: 39.660636,  Lng: -79.406011),  Route carried "under" structure: State highway 742,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2009),  Features Intersected: MD 742,  Facility Carried by Structure: IS 68 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.274,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 100000110040014,  Location: 0.17 MILE NORTH OF MD 42 (Lat: 39.660842,  Lng: -79.406161),  Route carried "under" structure: State highway 742,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2009),  Features Intersected: MD 742,  Facility Carried by Structure: IS 68 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 10000011004201,  Location: 1.66 MILES WEST OF MD 42 (Lat: 39.654028,  Lng: -79.439189),  Route carried "under" structure: Interstate 68,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 15,710 (year 2009),  Features Intersected: IS 68,  Facility Carried by Structure: BLOOMING ROSE ROAD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)