Bridge Statistics for Avonmore, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 164ft / 50.1mTotal length
- $1,003,126,000Total costs
- 9,421Total average daily traffic
- 741Total average daily truck traffic
- 14,000Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Avonmore
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21930-1939
- 31940-1949
- 11950-1959
- 11970-1979
- 11990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 11.1%Good
- 22.2%Satisfactory
- 33.3%Fair
- 33.3%Poor
- Bridge Condition - Superstructure
- 11.1%Good
- 66.7%Fair
- 11.1%Poor
- 11.1%Serious
- Bridge Condition - Substructure
- 11.1%Satisfactory
- 55.6%Fair
- 22.2%Poor
- 11.1%Serious
- Bridge Condition - Channel
- 10.0%Very good
- 10.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- 20.0%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 3043, Location: AVONMORE STATION (Lat: 40.535167, Lng: -79.467944), Route carried "on" structure: State highway 156, Year Built: 1949, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 747 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,233 (year 2032), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $255,000, Total Project Cost: $1,171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3043, Location: AVONMORE STATION (Lat: 40.535167, Lng: -79.467944), Route carried "on" structure: State highway 156, Year Built: 1949, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 747 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,233 (year 2032), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $255,000, Total Project Cost: $1,171,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3044, Location: NORTH OF AVONMORE (Lat: 40.546086, Lng: -79.455394), Route carried "on" structure: State highway 156, Year Built: 1957, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 747 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,233 (year 2032), Design Load: HS 20, Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 55.3 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $79,000, Total Project Cost: $325,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3044, Location: NORTH OF AVONMORE (Lat: 40.546086, Lng: -79.455394), Route carried "on" structure: State highway 156, Year Built: 1957, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 747 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,233 (year 2032), Design Load: HS 20, Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 55.3 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $79,000, Total Project Cost: $325,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3046, Location: NORTH OF AVONMORE (Lat: 40.574328, Lng: -79.444519), Route carried "on" structure: State highway 156, Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 598 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 926 (year 2032), Design Load: H 20, Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.264, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $68,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3046, Location: NORTH OF AVONMORE (Lat: 40.574328, Lng: -79.444519), Route carried "on" structure: State highway 156, Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 598 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 926 (year 2032), Design Load: H 20, Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.264, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $68,000, Total Project Cost: $241,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3047, Location: NORTH OF AVONMORE (Lat: 40.582731, Lng: -79.439775), Route carried "on" structure: State highway 156, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 598 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 926 (year 2032), Design Load: H 20, Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: December 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $67,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3047, Location: NORTH OF AVONMORE (Lat: 40.582731, Lng: -79.439775), Route carried "on" structure: State highway 156, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 598 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 926 (year 2032), Design Load: H 20, Features Intersected: LONG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: December 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $67,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19085, Location: ALBAN (Lat: 40.521239, Lng: -79.401475), Route carried "on" structure: State highway 286, Year Built: 1936, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,522 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,296 (year 2032), Design Load: HS 20, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.313, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $75,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19085, Location: ALBAN (Lat: 40.521239, Lng: -79.401475), Route carried "on" structure: State highway 286, Year Built: 1936, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,522 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,296 (year 2032), Design Load: HS 20, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.313, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $75,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19474, Location: BTW T316 &SR0286 (Lat: 40.521422, Lng: -79.399897), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 175 (year 2037), Design Load: HS 20, Features Intersected: BLACKLEGS CREEK, Facility Carried by Structure: T-315 BELL RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19474, Location: BTW T316 &SR0286 (Lat: 40.521422, Lng: -79.399897), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 120 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 175 (year 2037), Design Load: HS 20, Features Intersected: BLACKLEGS CREEK, Facility Carried by Structure: T-315 BELL RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19475, Location: 300 FT NW OF SR 286 (Lat: 40.522217, Lng: -79.401039), Route carried "on" structure: ServiceCity street , Year Built: 1915, Status: Closed, Structure Length: 1.58m (5.18ft), Average Future Daily Traffic: 20 (year 2035), Features Intersected: BIG RUN, Facility Carried by Structure: T-652 ALBIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19475, Location: 300 FT NW OF SR 286 (Lat: 40.522217, Lng: -79.401039), Route carried "on" structure: ServiceCity street , Year Built: 1915, Status: Closed, Structure Length: 1.58m (5.18ft), Average Future Daily Traffic: 20 (year 2035), Features Intersected: BIG RUN, Facility Carried by Structure: T-652 ALBIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36137, Location: AVONMORE BRIDGE (Lat: 40.533278, Lng: -79.465506), Route carried "on" structure: State highway 156, Year Built: 1937, Year Reconstructed: 1985, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 747 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,293 (year 2032), Design Load: HS 20, Features Intersected: KISKIMINETAS RIVER
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.870, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 66.4m (217.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.20m (59.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $889,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36137, Location: AVONMORE BRIDGE (Lat: 40.533278, Lng: -79.465506), Route carried "on" structure: State highway 156, Year Built: 1937, Year Reconstructed: 1985, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 747 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,293 (year 2032), Design Load: HS 20, Features Intersected: KISKIMINETAS RIVER
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.870, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 66.4m (217.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.20m (59.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $889,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36452, Location: SALINA BRIDGE (Lat: 40.524717, Lng: -79.494253), Route carried "on" structure: State highway , Year Built: 1906, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 20.39m (66.90ft), Average Daily Traffic: 376 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 510 (year 2032), Design Load: H 10, Features Intersected: KISKIMINETAS & NS R/R, Facility Carried by Structure: SR 1060
Minimum Vertical Clearance: 3.68m (12.07ft), Kilometerpoint: 0.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Channel: Very good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 21.00m (68.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $1,041,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 36452, Location: SALINA BRIDGE (Lat: 40.524717, Lng: -79.494253), Route carried "on" structure: State highway , Year Built: 1906, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 20.39m (66.90ft), Average Daily Traffic: 376 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 510 (year 2032), Design Load: H 10, Features Intersected: KISKIMINETAS & NS R/R, Facility Carried by Structure: SR 1060
Minimum Vertical Clearance: 3.68m (12.07ft), Kilometerpoint: 0.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Channel: Very good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 21.00m (68.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $1,041,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 39973, Location: BELL TOWNSHIP (Lat: 40.517650, Lng: -79.496783), Route carried "on" structure: Alternate State highway 981, Year Built: 1997, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,916 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,288 (year 2032), Design Load: HS 25 or greater, Features Intersected: WOLFORD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 39973, Location: BELL TOWNSHIP (Lat: 40.517650, Lng: -79.496783), Route carried "on" structure: Alternate State highway 981, Year Built: 1997, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,916 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,288 (year 2032), Design Load: HS 25 or greater, Features Intersected: WOLFORD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.441, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 67759, Location: 100 feet north of SR 0156 (Lat: 40.544461, Lng: -79.466167), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 100 (year 2040), Design Load: HL 93, Features Intersected: LONG RUN, Facility Carried by Structure: T-858 DUNMIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 62.9 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: 48.3 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 67759, Location: 100 feet north of SR 0156 (Lat: 40.544461, Lng: -79.466167), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 100 (year 2040), Design Load: HL 93, Features Intersected: LONG RUN, Facility Carried by Structure: T-858 DUNMIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 62.9 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: 48.3 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020