Bridge Statistics for Meyersdale, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 31376,  Location: .5 MI.S.OF MEYERSDALE (Lat: 39.796969,  Lng: -79.038003),  Route carried "on" structure: US 219B,  Year Built: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,729 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,890 (year 2032),  Design Load: H 20,  Features Intersected: MILLER RUN,  Facility Carried by Structure: SR 2047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018

Find on map >>   Show street view

Structure Number: 31377,  Location: MEYERSDALE BOROUGH (Lat: 39.812142,  Lng: -79.026300),  Route carried "on" structure: US 219B,  Year Built: 1914,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,729 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,890 (year 2032),  Features Intersected: FLAUGHERTY CREEK,  Facility Carried by Structure: SR 2047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.917,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 31581,  Location: SUMMIT MILLS (Lat: 39.807689,  Lng: -79.076928),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 540 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,023 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ELK LICK CREEK,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 31586,  Location: MEYERSDALE (Lat: 39.815353,  Lng: -79.033417),  Route carried "on" structure: State highway ,  Year Built: 1951,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,231 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,780 (year 2032),  Design Load: HL 93,  Features Intersected: CASSELMAN RIVER,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.942,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,835,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3165,  Location: BERKLEYS MILLS (Lat: 39.847492,  Lng: -79.001156),  Route carried "on" structure: State highway ,  Year Built: 1937,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 185 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 187 (year 2032),  Design Load: H 15,  Features Intersected: TRIB BLUE LICK CREEK,  Facility Carried by Structure: SR 2026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.822,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $567,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 31653,  Location: 1 MI.S.OF MEYERSDALE (Lat: 39.798283,  Lng: -79.047692),  Route carried "on" structure: State highway ,  Year Built: 1987,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 426 (year 2022),  Truck Traffic: 39%,  Average Future Daily Traffic: 590 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CASSELMAN RIVER,  Facility Carried by Structure: T825 SHAW MINES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3185,  Location: 2 MI.NE.OF SALISBURY (Lat: 39.776628,  Lng: -79.046222),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 64 (year 2040),  Design Load: H 10,  Features Intersected: CASSELMAN RIVER,  Facility Carried by Structure: T-353, MOSER ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  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: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $1,628,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 31905,  Location: 2 MI.SE.OF GARRETT (Lat: 39.837922,  Lng: -79.042197),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CASSELMAN RIVER,  Facility Carried by Structure: T383,PETENBRINK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 31906,  Location: 2 MI.W.OF MEYERSDALE (Lat: 39.811703,  Lng: -79.066592),  Route carried "on" structure: City street ,  Year Built: 1885,  Year Reconstructed: 1993,  Status: Closed,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 25 (year 2020),  Average Future Daily Traffic: 32 (year 2040),  Design Load: H 10,  Features Intersected: ELK LICK CREEK,  Facility Carried by Structure: T-504,BENDER BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 13.7m (44.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Superstructure: Failed,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $778,000

Find on map >>   Show street view

Structure Number: 31909,  Location: MEYERSDALE BORO,HIGH ST (Lat: 39.817997,  Lng: -79.026397),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 205 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 263 (year 2041),  Design Load: H 10,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,096,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 31911,  Location: MEYERSDALE BOROUGH (Lat: 39.814456,  Lng: -79.031911),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1975,  Status: Closed,  Structure Length: 2.96m (9.71ft),  Average Future Daily Traffic: 125 (year 2041),  Design Load: H 10,  Features Intersected: FLAUGHERTY CREEK,  Facility Carried by Structure: NORTH STREET
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Imminent failure,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,206,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 31913,  Location: MEYERSDALE BOROUGH (Lat: 39.812600,  Lng: -79.027600),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 280 (year 2041),  Design Load: HS 20,  Features Intersected: FLAUGHERTY CREEK,  Facility Carried by Structure: SALISBURY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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 or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 31914,  Location: MEYERSDALE BOROUGH (Lat: 39.811592,  Lng: -79.020994),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 63 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FLAUGHERTY CREEK,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40251,  Location: 1.5 MI.S OF MEYERSDALE (Lat: 39.823333,  Lng: -79.031667),  Route carried "on" structure: ServiceState highway ,  Year Built: 1998,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 215 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 424 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 219,  Facility Carried by Structure: T355 HUNSRICK S RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40252,  Location: 1.0 MI.S OF MEYERSDALE (Lat: 39.798122,  Lng: -79.036614),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.510,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40253,  Location: 1.5 MI.NW OF MEYERSDALE (Lat: 39.804183,  Lng: -79.038847),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CASSELMAN R & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.151,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.90m (55.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40254,  Location: I.5 MI.N OF MEYERSDALE (Lat: 39.803931,  Lng: -79.039144),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 1,741 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CASSELMAN R & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.147,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40259,  Location: 1.5 MI.S OF MEYERSDALE (Lat: 39.836233,  Lng: -79.041947),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ACCESS RD & BLUE LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.314,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40262,  Location: 1.0 MI.S OF MEYERSDALE (Lat: 39.797844,  Lng: -79.036831),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 1,741 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40263,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.821272,  Lng: -79.047044),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 13.14m (43.11ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2004 & ELKLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.445,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.10m (46.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40264,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.821342,  Lng: -79.047414),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 1,741 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2004 & ELKLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.473,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.10m (42.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40265,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.829036,  Lng: -79.048117),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ACCESS RD & CASSELMAN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.324,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40266,  Location: 1 MI.N OF MEYERSDALE (Lat: 39.828944,  Lng: -79.048464),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 1,741 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ACCESS RD & CASSELMAN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.332,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40267,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.839289,  Lng: -79.041100),  Route carried "on" structure: US 219,  Year Built: 1998,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 1,761 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2047 & CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.314,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40268,  Location: 1.5 MI.N OF MEYERSDALE (Lat: 39.836361,  Lng: -79.042197),  Route carried "on" structure: US 219,  Year Built: 1998,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 1,741 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ACCESS RD & BLUE LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.349,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40269,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.838717,  Lng: -79.041367),  Route carried "on" structure: US 219,  Year Built: 1998,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 1,741 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,368 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PETENB RD, SR 2047 & CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.349,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.5m (205.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.90m (39.04ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 45529,  Location: 1.2 MILE EAST FROM US 219 (Lat: 39.816308,  Lng: -79.007475),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 1,462 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,576 (year 2032),  Design Load: HL 93,  Features Intersected: FLAUGHERTY CREEK,  Facility Carried by Structure: SR 2006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 48764,  Location: 1.9 MILE EAST OF TR 219 (Lat: 39.815586,  Lng: -78.997606),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,462 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,537 (year 2034),  Design Load: HL 93,  Features Intersected: FLAUGHERTY CREEK,  Facility Carried by Structure: SR 2006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.013,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5246,  Location: .5 MI W OF MEYERSDALE (Lat: 39.819192,  Lng: -79.039350),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,143 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,492 (year 2034),  Design Load: HL 93,  Features Intersected: ELK LICK CREEK,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.167,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 52508,  Location: .5 MI W OF HAYS MILL (Lat: 39.843917,  Lng: -78.987147),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 597 (year 2034),  Design Load: HL 93,  Features Intersected: BLUE LICK CREEK,  Facility Carried by Structure: SR 2025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.757,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 52721,  Location: 1.3 MI N OF MEYERSDALE (Lat: 39.835569,  Lng: -79.040564),  Route carried "on" structure: US 219B,  Year Built: 2015,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,923 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,290 (year 2035),  Design Load: HL 93,  Features Intersected: BLUELICK CREEK,  Facility Carried by Structure: SR 2047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.817,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 53989,  Location: 2 MI NE OF MEYERSDALE (Lat: 39.846128,  Lng: -79.001033),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 185 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 187 (year 2032),  Design Load: HL 93,  Features Intersected: BLUE LICK CREEK,  Facility Carried by Structure: Berkleys Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.275,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 40251,  Location: 1.5 MI.S OF MEYERSDALE (Lat: 39.823333,  Lng: -79.031667),  Route carried "under" structure: US 219,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 4,899 (year 2021),  Truck Traffic: 11%,  Features Intersected: US 219,  Facility Carried by Structure: T355 HUNSRICK S RD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 9.284,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

Find on map >>   Show street view

Structure Number: 40252,  Location: 1.0 MI.S OF MEYERSDALE (Lat: 39.798122,  Lng: -79.036614),  Route carried "under" structure: US 219B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 2,365 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 2047,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

Find on map >>   Show street view

Structure Number: 40252,  Location: 1.0 MI.S OF MEYERSDALE (Lat: 39.798122,  Lng: -79.036614),  Route carried "under" structure: US 219B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 2,365 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 2047,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

Find on map >>   Show street view

Structure Number: 40262,  Location: 1.0 MI.S OF MEYERSDALE (Lat: 39.797844,  Lng: -79.036831),  Route carried "under" structure: US 219B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 2,365 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 2047,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

Find on map >>   Show street view

Structure Number: 40262,  Location: 1.0 MI.S OF MEYERSDALE (Lat: 39.797844,  Lng: -79.036831),  Route carried "under" structure: US 219B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 2,365 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 2047,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

Find on map >>   Show street view

Structure Number: 40263,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.821272,  Lng: -79.047044),  Route carried "under" structure: State highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,143 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 2004 & ELKLICK CREEK,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 13.11m (43.01ft),  Kilometerpoint: 30.127,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 40264,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.821342,  Lng: -79.047414),  Route carried "under" structure: State highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,143 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 2004 & ELKLICK CREEK,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 13.49m (44.26ft),  Kilometerpoint: 30.127,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 40265,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.829036,  Lng: -79.048117),  Route carried "under" structure: ServiceOther road ,  Year Built: 1998,  Structure Length: 0. m,  Features Intersected: ACCESS RD & CASSELMAN R,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 40266,  Location: 1 MI.N OF MEYERSDALE (Lat: 39.828944,  Lng: -79.048464),  Route carried "under" structure: ServiceOther road ,  Year Built: 1998,  Structure Length: 0. m,  Features Intersected: ACCESS RD & CASSELMAN R,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 40267,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.839289,  Lng: -79.041100),  Route carried "under" structure: US 219B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,923 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 2047 & CSX RAILROAD,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 4.817,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

Find on map >>   Show street view

Structure Number: 40268,  Location: 1.5 MI.N OF MEYERSDALE (Lat: 39.836361,  Lng: -79.042197),  Route carried "under" structure: ServiceOther road ,  Year Built: 1998,  Structure Length: 0. m,  Features Intersected: ACCESS RD & BLUE LICK CR,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

Find on map >>   Show street view

Structure Number: 40269,  Location: 1.5 MI. N OF MEYERSDALE (Lat: 39.838717,  Lng: -79.041367),  Route carried "under" structure: US 219B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,923 (year 2020),  Truck Traffic: 5%,  Features Intersected: PETENB RD, SR 2047 & CSX,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 4.817,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.5m (205.1ft)