Bridge Statistics for Jacksonville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 95ft / 29.1mTotal length
- $828,000Total costs
- 45,771Total average daily traffic
- 6,495Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksonville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 31940-1949
- 21950-1959
- 11970-1979
- 61990-1999
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 9.1%Very good
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Poor
- 9.1%Serious
- 9.1%Critical
- Bridge Condition - Superstructure
- 8.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 8.3%Fair
- 25.0%Poor
- 8.3%Serious
- Bridge Condition - Substructure
- 8.3%Very good
- 33.3%Good
- 8.3%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 15.4%Good
- 23.1%Satisfactory
- 46.2%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 25.0%Excellent
- 25.0%Very good
- 50.0%Good
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Structure Number: 19088, Location: JACKSONVILLE NO.1 (Lat: 40.539972, Lng: -79.284700), Route carried "on" structure: State highway 286, Year Built: 1922, Year Reconstructed: 1942, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,648 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,666 (year 2032), Design Load: H 20, Features Intersected: REEDS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 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: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19088, Location: JACKSONVILLE NO.1 (Lat: 40.539972, Lng: -79.284700), Route carried "on" structure: State highway 286, Year Built: 1922, Year Reconstructed: 1942, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,648 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,666 (year 2032), Design Load: H 20, Features Intersected: REEDS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 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: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19327, Location: REARICK ROAD NO.1 (Lat: 40.584744, Lng: -79.341261), Route carried "on" structure: State highway , Year Built: 1952, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 78 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: BLACKLEGS CREEK, Facility Carried by Structure: SR3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $45,000, Total Project Cost: $206,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19327, Location: REARICK ROAD NO.1 (Lat: 40.584744, Lng: -79.341261), Route carried "on" structure: State highway , Year Built: 1952, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 78 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: BLACKLEGS CREEK, Facility Carried by Structure: SR3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $45,000, Total Project Cost: $206,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19331, Location: MUDDY RUN NO.3 (Lat: 40.512758, Lng: -79.237983), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 636 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,428 (year 2032), Design Load: HS 20, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.413, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19331, Location: MUDDY RUN NO.3 (Lat: 40.512758, Lng: -79.237983), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 636 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,428 (year 2032), Design Load: HS 20, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR3013
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.413, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19342, Location: PARKWOOD (Lat: 40.618589, Lng: -79.296422), Route carried "on" structure: State highway , Year Built: 1975, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 891 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,720 (year 2032), Design Load: HS 15, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR3022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.762, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), 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: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19342, Location: PARKWOOD (Lat: 40.618589, Lng: -79.296422), Route carried "on" structure: State highway , Year Built: 1975, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 891 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,720 (year 2032), Design Load: HS 15, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR3022
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.762, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), 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: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19349, Location: HOOPER RUN NO.1 (Lat: 40.568922, Lng: -79.325647), Route carried "on" structure: State highway , Year Built: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 214 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 349 (year 2032), Design Load: H 20, Features Intersected: HOOPER RUN, Facility Carried by Structure: SR3025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $78,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19349, Location: HOOPER RUN NO.1 (Lat: 40.568922, Lng: -79.325647), Route carried "on" structure: State highway , Year Built: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 214 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 349 (year 2032), Design Load: H 20, Features Intersected: HOOPER RUN, Facility Carried by Structure: SR3025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $78,000, Total Project Cost: $132,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19352, Location: CLUNE NO.2 (Lat: 40.557569, Lng: -79.295375), Route carried "on" structure: State highway , Year Built: 1942, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 117 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 102 (year 2032), Design Load: H 20, Features Intersected: NEAL RUN, Facility Carried by Structure: SR3029
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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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: 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $75,000, Total Project Cost: $179,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19352, Location: CLUNE NO.2 (Lat: 40.557569, Lng: -79.295375), Route carried "on" structure: State highway , Year Built: 1942, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 117 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 102 (year 2032), Design Load: H 20, Features Intersected: NEAL RUN, Facility Carried by Structure: SR3029
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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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: 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $75,000, Total Project Cost: $179,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19441, Location: BTW SR3004 & T460 (Lat: 40.500442, Lng: -79.293883), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2041), Design Load: H 20, Features Intersected: AULTMAN RUN, Facility Carried by Structure: T-433 WAINWRIGHT
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 65.3 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19441, Location: BTW SR3004 & T460 (Lat: 40.500442, Lng: -79.293883), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2041), Design Load: H 20, Features Intersected: AULTMAN RUN, Facility Carried by Structure: T-433 WAINWRIGHT
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 65.3 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 19443, Location: BTW T433 & T457 (Lat: 40.512500, Lng: -79.288869), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2037), Features Intersected: AULTMAN RUN, Facility Carried by Structure: T-460 AULTMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Superstructure: Fair, Substructure: Fair, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000
Structure Number: 19443, Location: BTW T433 & T457 (Lat: 40.512500, Lng: -79.288869), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2037), Features Intersected: AULTMAN RUN, Facility Carried by Structure: T-460 AULTMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Superstructure: Fair, Substructure: Fair, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000
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Structure Number: 19459, Location: 400' E of T-563 / T-566 (Lat: 40.530125, Lng: -79.225053), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1984, Status: Temporarily open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 100 (year 2041), Features Intersected: Muddy Run, Facility Carried by Structure: Long Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Critical, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2019, Other Special Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19459, Location: 400' E of T-563 / T-566 (Lat: 40.530125, Lng: -79.225053), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1984, Status: Temporarily open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 100 (year 2041), Features Intersected: Muddy Run, Facility Carried by Structure: Long Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Critical, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2019, Other Special Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36809, Location: HEMPFIELD TWP (Lat: 40.556667, Lng: -79.365000), Route carried "on" structure: Other road 66, Year Built: 1993, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10,429 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 15,277 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-871
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), 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: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36809, Location: HEMPFIELD TWP (Lat: 40.556667, Lng: -79.365000), Route carried "on" structure: Other road 66, Year Built: 1993, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10,429 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 15,277 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-871
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), 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: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3681, Location: HEMPFIELD TWP (Lat: 40.555000, Lng: -79.365000), Route carried "on" structure: Other road 66, Year Built: 1993, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10,429 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 15,277 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-871
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), 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: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3681, Location: HEMPFIELD TWP (Lat: 40.555000, Lng: -79.365000), Route carried "on" structure: Other road 66, Year Built: 1993, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 10,429 (year 1998), Truck Traffic: 15%, Average Future Daily Traffic: 15,277 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-871
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), 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: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 39925, Location: JACKSONVILLE NO.3 (Lat: 40.536189, Lng: -79.283092), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 46 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 25 or greater, Features Intersected: AULTMANS RUN, Facility Carried by Structure: SR3031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.040, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), 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: Channel: Fair, Culverts: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39925, Location: JACKSONVILLE NO.3 (Lat: 40.536189, Lng: -79.283092), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 46 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 25 or greater, Features Intersected: AULTMANS RUN, Facility Carried by Structure: SR3031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.040, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), 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: Channel: Fair, Culverts: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53844, Location: CLARKSBURG NO.3 (Lat: 40.537708, Lng: -79.374117), Route carried "on" structure: State highway 286, Year Built: 2018, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 2,256 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 4,271 (year 2037), Design Load: HL 93, Features Intersected: BLACKLEGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.407, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), 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: 24.7m (81.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.0 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53844, Location: CLARKSBURG NO.3 (Lat: 40.537708, Lng: -79.374117), Route carried "on" structure: State highway 286, Year Built: 2018, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 2,256 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 4,271 (year 2037), Design Load: HL 93, Features Intersected: BLACKLEGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.407, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), 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: 24.7m (81.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.0 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, 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: 54499, Location: 430' SE of SR 0286 (Lat: 40.557958, Lng: -79.254883), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 405 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 500 (year 2041), Design Load: HL 93, Features Intersected: Aultman Run, Facility Carried by Structure: T-950
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.3 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54499, Location: 430' SE of SR 0286 (Lat: 40.557958, Lng: -79.254883), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 405 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 500 (year 2041), Design Load: HL 93, Features Intersected: Aultman Run, Facility Carried by Structure: T-950
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.3 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55905, Location: BTW T457 & SR286 (Lat: 40.522500, Lng: -79.287597), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 52 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 59 (year 2040), Design Load: HL 93, Features Intersected: AULTMANS RUN, Facility Carried by Structure: T-460 AULTMANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 72.3 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: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55905, Location: BTW T457 & SR286 (Lat: 40.522500, Lng: -79.287597), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 52 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 59 (year 2040), Design Load: HL 93, Features Intersected: AULTMANS RUN, Facility Carried by Structure: T-460 AULTMANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 72.3 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: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 68617, Location: .7 mi E SR 3022 Intersect (Lat: 40.632083, Lng: -79.246444), Route carried "on" structure: US 422, Year Built: 2021, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 17,335 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 15,526 (year 2032), Design Load: HL 93, Features Intersected: Curry Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.632, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 48.6 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: 37.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 68617, Location: .7 mi E SR 3022 Intersect (Lat: 40.632083, Lng: -79.246444), Route carried "on" structure: US 422, Year Built: 2021, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 17,335 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 15,526 (year 2032), Design Load: HL 93, Features Intersected: Curry Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.632, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 48.6 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: 37.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36809, Location: HEMPFIELD TWP (Lat: 40.556667, Lng: -79.365000), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 30 (year 2009), Features Intersected: T-871, Facility Carried by Structure: PA TPK (PA 66) SB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 36809, Location: HEMPFIELD TWP (Lat: 40.556667, Lng: -79.365000), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 30 (year 2009), Features Intersected: T-871, Facility Carried by Structure: PA TPK (PA 66) SB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 3681, Location: HEMPFIELD TWP (Lat: 40.555000, Lng: -79.365000), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 30 (year 2009), Truck Traffic: 1%, Features Intersected: T-871, Facility Carried by Structure: PA TPK (PA 66)
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 3681, Location: HEMPFIELD TWP (Lat: 40.555000, Lng: -79.365000), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 30 (year 2009), Truck Traffic: 1%, Features Intersected: T-871, Facility Carried by Structure: PA TPK (PA 66)
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)