Bridge Statistics for Meyersdale, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 44Number of bridges
- 558ft / 170mTotal length
- $7,110,000Total costs
- 60,988Total average daily traffic
- 6,000Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Meyersdale
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 11910-1919
- 11930-1939
- 11940-1949
- 11950-1959
- 11970-1979
- 21980-1989
- 281990-1999
- 12000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- 52010-2019
- 12020-2022
- Bridge Condition - Deck
- 13.3%Very good
- 43.3%Good
- 30.0%Satisfactory
- 6.7%Fair
- 3.3%Poor
- 3.3%Serious
- Bridge Condition - Superstructure
- 45.2%Very good
- 6.5%Good
- 12.9%Satisfactory
- 22.6%Fair
- 3.2%Poor
- 3.2%Serious
- 3.2%Imminent failure
- 3.2%Failed
- Bridge Condition - Substructure
- 16.1%Very good
- 48.4%Good
- 22.6%Satisfactory
- 9.7%Fair
- 3.2%Poor
- Bridge Condition - Channel
- 30.8%Very good
- 26.9%Good
- 23.1%Satisfactory
- 15.4%Fair
- 3.8%Poor
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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
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
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)
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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)
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)