Bridge Statistics for Roseville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 79ft / 23.6mTotal length
- $1,375,000Total costs
- 7,866Total average daily traffic
- 987Total average daily truck traffic
- 13,163Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Roseville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 21950-1959
- 41960-1969
- 11970-1979
- 21980-1989
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.1%Very good
- 50.0%Good
- 7.1%Satisfactory
- 35.7%Fair
- Bridge Condition - Superstructure
- 7.1%Excellent
- 7.1%Very good
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 7.1%Excellent
- 7.1%Very good
- 35.7%Good
- 28.6%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 6.3%Very good
- 6.3%Good
- 31.3%Satisfactory
- 50.0%Fair
- 6.3%Poor
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Structure Number: 6549, Location: VILLAGE OF SOPER HOLLOW (Lat: 41.873669, Lng: -76.901658), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 242 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 281 (year 2032), Features Intersected: TRIB TO MILL CREEK, Facility Carried by Structure: SOPERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 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: 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, Inspection Date: June 2020, Bridge Improvement Cost: $31,000, Total Project Cost: $420,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6549, Location: VILLAGE OF SOPER HOLLOW (Lat: 41.873669, Lng: -76.901658), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 242 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 281 (year 2032), Features Intersected: TRIB TO MILL CREEK, Facility Carried by Structure: SOPERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 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: 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, Inspection Date: June 2020, Bridge Improvement Cost: $31,000, Total Project Cost: $420,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 655, Location: VILLAGE OF SOPER HOLLOW (Lat: 41.875492, Lng: -76.907733), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 242 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 281 (year 2032), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: SOPERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Inspection Date: June 2020, Bridge Improvement Cost: $31,000, Total Project Cost: $414,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 655, Location: VILLAGE OF SOPER HOLLOW (Lat: 41.875492, Lng: -76.907733), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 242 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 281 (year 2032), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: SOPERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Inspection Date: June 2020, Bridge Improvement Cost: $31,000, Total Project Cost: $414,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 32923, Location: 3.5 MI. S. OF ROSEVILLE (Lat: 41.858836, Lng: -77.009878), Route carried "on" structure: State highway 549, Year Built: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,972 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 3,077 (year 2032), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 32923, Location: 3.5 MI. S. OF ROSEVILLE (Lat: 41.858836, Lng: -77.009878), Route carried "on" structure: State highway 549, Year Built: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,972 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 3,077 (year 2032), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 32926, Location: 2 MI SW OF ROSEVILLE (Lat: 41.869022, Lng: -76.982297), Route carried "on" structure: State highway 549, Year Built: 1926, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 958 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,949 (year 2032), Features Intersected: TRIBUTARY TO MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.179, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 32926, Location: 2 MI SW OF ROSEVILLE (Lat: 41.869022, Lng: -76.982297), Route carried "on" structure: State highway 549, Year Built: 1926, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 958 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,949 (year 2032), Features Intersected: TRIBUTARY TO MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.179, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 32961, Location: 3 MI W OF ROSEVILLE (Lat: 41.862197, Lng: -77.012028), Route carried "on" structure: State highway , Year Built: 1919, Year Reconstructed: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 144 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 261 (year 2032), Features Intersected: BAILEY CREEK, Facility Carried by Structure: SR 1004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $80,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32961, Location: 3 MI W OF ROSEVILLE (Lat: 41.862197, Lng: -77.012028), Route carried "on" structure: State highway , Year Built: 1919, Year Reconstructed: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 144 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 261 (year 2032), Features Intersected: BAILEY CREEK, Facility Carried by Structure: SR 1004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $80,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32962, Location: 3 MI S OF ROSEVILLE BORO (Lat: 41.822206, Lng: -76.960758), Route carried "on" structure: State highway , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 263 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 387 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF ELK RUN, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32962, Location: 3 MI S OF ROSEVILLE BORO (Lat: 41.822206, Lng: -76.960758), Route carried "on" structure: State highway , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 263 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 387 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF ELK RUN, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32964, Location: ROSEVILLE BORO (Lat: 41.863797, Lng: -76.958108), Route carried "on" structure: State highway , Year Built: 1924, Year Reconstructed: 1946, Status: Posted for load-capacity, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 127 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 232 (year 2032), Features Intersected: MILL CREEK, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $50,000, Total Project Cost: $144,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32964, Location: ROSEVILLE BORO (Lat: 41.863797, Lng: -76.958108), Route carried "on" structure: State highway , Year Built: 1924, Year Reconstructed: 1946, Status: Posted for load-capacity, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 127 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 232 (year 2032), Features Intersected: MILL CREEK, Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $50,000, Total Project Cost: $144,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32965, Location: 3 MI NE OF MAINESBURG (Lat: 41.814442, Lng: -76.964686), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 126 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ELK RUN, Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32965, Location: 3 MI NE OF MAINESBURG (Lat: 41.814442, Lng: -76.964686), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 126 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ELK RUN, Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: 32969, Location: 3 MI NE OF MANSFIELD (Lat: 41.826894, Lng: -76.986664), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 193 (year 2022), Truck Traffic: 27%, Average Future Daily Traffic: 258 (year 2032), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 32969, Location: 3 MI NE OF MANSFIELD (Lat: 41.826894, Lng: -76.986664), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 193 (year 2022), Truck Traffic: 27%, Average Future Daily Traffic: 258 (year 2032), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3297, Location: 1.5 MI NE OF ROSEVILLE (Lat: 41.872397, Lng: -76.933561), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 236 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK, Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $113,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3297, Location: 1.5 MI NE OF ROSEVILLE (Lat: 41.872397, Lng: -76.933561), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 236 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK, Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $113,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32971, Location: 2 MI NE OF ROSEVILLE (Lat: 41.872472, Lng: -76.916667), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 236 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF MILL CREEK, Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 32971, Location: 2 MI NE OF ROSEVILLE (Lat: 41.872472, Lng: -76.916667), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 236 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF MILL CREEK, Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 32972, Location: 1 MI NE OF ROSEVILLE BORO (Lat: 41.872964, Lng: -76.914439), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 236 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK, Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32972, Location: 1 MI NE OF ROSEVILLE BORO (Lat: 41.872964, Lng: -76.914439), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 236 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 285 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK, Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41429, Location: 1.5 MI NE OF ROSEVILLE (Lat: 41.875494, Lng: -76.929642), Route carried "on" structure: State highway 549, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,633 (year 2032), Design Load: HL 93, Features Intersected: OVER BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
Structure Number: 41429, Location: 1.5 MI NE OF ROSEVILLE (Lat: 41.875494, Lng: -76.929642), Route carried "on" structure: State highway 549, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,633 (year 2032), Design Load: HL 93, Features Intersected: OVER BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
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Structure Number: 47655, Location: 0.6 M. EAST OF ROSEVILLE (Lat: 41.867694, Lng: -76.946347), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 5 (year 2043), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: T-950
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 47655, Location: 0.6 M. EAST OF ROSEVILLE (Lat: 41.867694, Lng: -76.946347), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 5 (year 2043), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: T-950
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 53475, Location: 4 MI NE OF MANSFIELD (Lat: 41.848150, Lng: -77.012294), Route carried "on" structure: State highway 549, Year Built: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,972 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 3,542 (year 2036), Design Load: HL 93, Features Intersected: OVER ELK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 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: 45.0 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53475, Location: 4 MI NE OF MANSFIELD (Lat: 41.848150, Lng: -77.012294), Route carried "on" structure: State highway 549, Year Built: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,972 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 3,542 (year 2036), Design Load: HL 93, Features Intersected: OVER ELK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.008, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 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: 45.0 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: 56883, Location: 3 MI SOUTH OF ROSEVILLE (Lat: 41.827267, Lng: -76.961042), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 317 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 323 (year 2043), Design Load: HS 20, Features Intersected: T-867 Bungy Road, Facility Carried by Structure: SR 1005 - Turnback
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 56883, Location: 3 MI SOUTH OF ROSEVILLE (Lat: 41.827267, Lng: -76.961042), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 317 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 323 (year 2043), Design Load: HS 20, Features Intersected: T-867 Bungy Road, Facility Carried by Structure: SR 1005 - Turnback
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric