Bridge Statistics for East Butler, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 82ft / 24.8mTotal length
- $811,000Total costs
- 56,151Total average daily traffic
- 6,077Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for East Butler
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 11920-1929
- 11950-1959
- 21960-1969
- 11970-1979
- 11990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 30.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- 20.0%Poor
- Bridge Condition - Superstructure
- 50.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 20.0%Poor
- 10.0%Serious
- Bridge Condition - Substructure
- 10.0%Excellent
- 20.0%Very good
- 30.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 12.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 25.0%Poor
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Structure Number: 7959, Location: NE OF BUTLER (Lat: 40.869339, Lng: -79.864108), Route carried "on" structure: US 422, Year Built: 1960, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 17,268 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 26,822 (year 2032), Design Load: HS 20, Features Intersected: SR2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.839, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 84.4 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7959, Location: NE OF BUTLER (Lat: 40.869339, Lng: -79.864108), Route carried "on" structure: US 422, Year Built: 1960, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 17,268 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 26,822 (year 2032), Design Load: HS 20, Features Intersected: SR2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.839, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 84.4 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8023, Location: EAST BUTLER BORO (Lat: 40.875894, Lng: -79.850656), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,525 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,962 (year 2032), Design Load: HS 20, Features Intersected: BONNIE BROOK, Facility Carried by Structure: A3663,SR2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $42,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8023, Location: EAST BUTLER BORO (Lat: 40.875894, Lng: -79.850656), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,525 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,962 (year 2032), Design Load: HS 20, Features Intersected: BONNIE BROOK, Facility Carried by Structure: A3663,SR2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $42,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 827, Location: 1/2 MI FROM INT W/T621 (Lat: 40.905806, Lng: -79.790353), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2036), Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-603 SAINT JOE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, 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: 4.2m (13.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $75,000, Total Project Cost: $254,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 827, Location: 1/2 MI FROM INT W/T621 (Lat: 40.905806, Lng: -79.790353), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 120 (year 2036), Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-603 SAINT JOE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, 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: 4.2m (13.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $75,000, Total Project Cost: $254,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8271, Location: 0.9 MI WEST OF SR 1011 (Lat: 40.902303, Lng: -79.864169), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 325 (year 2035), Design Load: HS 20, Features Intersected: THORN RESERVOIR, Facility Carried by Structure: T-617 LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 18 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8271, Location: 0.9 MI WEST OF SR 1011 (Lat: 40.902303, Lng: -79.864169), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 325 (year 2035), Design Load: HS 20, Features Intersected: THORN RESERVOIR, Facility Carried by Structure: T-617 LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 18 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8272, Location: 0.12 MI NW OF T-601 (Lat: 40.896192, Lng: -79.795758), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 125 (year 2037), Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-620 FALLECKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: November 2019, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $100,000, Total Project Cost: $340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8272, Location: 0.12 MI NW OF T-601 (Lat: 40.896192, Lng: -79.795758), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 125 (year 2037), Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-620 FALLECKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: November 2019, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $100,000, Total Project Cost: $340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8285, Location: 0.08 MI S OF SR 422 (Lat: 40.861542, Lng: -79.816053), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 325 (year 2035), Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-584 GEIBEL RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2019, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $12,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8285, Location: 0.08 MI S OF SR 422 (Lat: 40.861542, Lng: -79.816053), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 325 (year 2035), Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-584 GEIBEL RD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2019, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $12,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8286, Location: 0.75 MI SW OF CARBON CNTR (Lat: 40.866558, Lng: -79.803594), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 140 (year 2035), Design Load: HS 25 or greater, Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-761 KECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 13.7m (44.9ft), 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: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8286, Location: 0.75 MI SW OF CARBON CNTR (Lat: 40.866558, Lng: -79.803594), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 140 (year 2035), Design Load: HS 25 or greater, Features Intersected: BONNIE BROOK, Facility Carried by Structure: T-761 KECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 13.7m (44.9ft), 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: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 44061, Location: MITCHELL HILL ROAD (Lat: 40.863578, Lng: -79.851658), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,403 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 1,609 (year 2032), Design Load: HS 20, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR2006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.902, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44061, Location: MITCHELL HILL ROAD (Lat: 40.863578, Lng: -79.851658), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,403 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 1,609 (year 2032), Design Load: HS 20, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR2006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.902, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52662, Location: 1.3 Mi E SR 1025 Inter. (Lat: 40.863225, Lng: -79.811828), Route carried "on" structure: US 422, Year Built: 2015, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 12,823 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 14,348 (year 2032), Design Load: HL 93, Features Intersected: BONNIE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.571, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.7 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52662, Location: 1.3 Mi E SR 1025 Inter. (Lat: 40.863225, Lng: -79.811828), Route carried "on" structure: US 422, Year Built: 2015, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 12,823 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 14,348 (year 2032), Design Load: HL 93, Features Intersected: BONNIE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.571, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.7 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: 5411, Location: RINGNECK (Lat: 40.867767, Lng: -79.829319), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 3,439 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 4,550 (year 2032), Design Load: HL 93, Features Intersected: Bonnie Brook, Facility Carried by Structure: SR1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 66.4 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: 49.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5411, Location: RINGNECK (Lat: 40.867767, Lng: -79.829319), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 3,439 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 4,550 (year 2032), Design Load: HL 93, Features Intersected: Bonnie Brook, Facility Carried by Structure: SR1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 66.4 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: 49.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 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: 7959, Location: NE OF BUTLER (Lat: 40.869339, Lng: -79.864108), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 1,525 (year 2021), Truck Traffic: 7%, Features Intersected: SR2004, Facility Carried by Structure: SR0422
Minimum Vertical Clearance: 8.24m (27.03ft), Kilometerpoint: 2.597, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 7959, Location: NE OF BUTLER (Lat: 40.869339, Lng: -79.864108), Route carried "under" structure: State highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 1,525 (year 2021), Truck Traffic: 7%, Features Intersected: SR2004, Facility Carried by Structure: SR0422
Minimum Vertical Clearance: 8.24m (27.03ft), Kilometerpoint: 2.597, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 44061, Location: MITCHELL HILL ROAD (Lat: 40.863578, Lng: -79.851658), Route carried "under" structure: US 422, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,971 (year 2022), Truck Traffic: 11%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR2006
Minimum Vertical Clearance: 10.70m (35.10ft), Kilometerpoint: 30.170, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.3m (188.0ft)
Structure Number: 44061, Location: MITCHELL HILL ROAD (Lat: 40.863578, Lng: -79.851658), Route carried "under" structure: US 422, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,971 (year 2022), Truck Traffic: 11%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR2006
Minimum Vertical Clearance: 10.70m (35.10ft), Kilometerpoint: 30.170, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.3m (188.0ft)
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Structure Number: 44061, Location: MITCHELL HILL ROAD (Lat: 40.863578, Lng: -79.851658), Route carried "under" structure: US 422, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,297 (year 2022), Truck Traffic: 11%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR2006
Minimum Vertical Clearance: 10.70m (35.10ft), Kilometerpoint: 30.172, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.3m (188.0ft)
Structure Number: 44061, Location: MITCHELL HILL ROAD (Lat: 40.863578, Lng: -79.851658), Route carried "under" structure: US 422, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,297 (year 2022), Truck Traffic: 11%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR2006
Minimum Vertical Clearance: 10.70m (35.10ft), Kilometerpoint: 30.172, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.3m (188.0ft)