Bridge Statistics for Allison, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 230ft / 69.5mTotal length
- $192,000Total costs
- 26,197Total average daily traffic
- 1,801Total average daily truck traffic
- 31,069Total future (year 2012) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Allison
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11960-1969
- 82000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 63.6%Good
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Superstructure
- 63.6%Very good
- 18.2%Good
- 9.1%Poor
- 9.1%Imminent failure
- Bridge Condition - Substructure
- 27.3%Very good
- 54.5%Good
- 18.2%Poor
- Bridge Condition - Channel
- 50.0%Very good
- 33.3%Satisfactory
- 16.7%Fair
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Structure Number: 17114, Location: SIMPSON STATION (Lat: 39.990594, Lng: -79.887794), Route carried "on" structure: City street T326, Year Built: 1905, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 21 (year 2012), Features Intersected: DUNLAP CREEK, Facility Carried by Structure: SIMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Serious, Superstructure: Imminent failure, Substructure: Poor, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $133,000, Deck Structure Type: Wood or Timber
Structure Number: 17114, Location: SIMPSON STATION (Lat: 39.990594, Lng: -79.887794), Route carried "on" structure: City street T326, Year Built: 1905, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 21 (year 2012), Features Intersected: DUNLAP CREEK, Facility Carried by Structure: SIMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Serious, Superstructure: Imminent failure, Substructure: Poor, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $133,000, Deck Structure Type: Wood or Timber
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Structure Number: 17119, Location: OUTSIDE ALLISON NO. 2 (Lat: 39.987361, Lng: -79.872267), Route carried "on" structure: City street T725, Year Built: 1963, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2012), Design Load: HS 20, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: ALLISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2019, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $13,000, Total Project Cost: $59,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17119, Location: OUTSIDE ALLISON NO. 2 (Lat: 39.987361, Lng: -79.872267), Route carried "on" structure: City street T725, Year Built: 1963, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2012), Design Load: HS 20, Features Intersected: DUNLAP CREEK, Facility Carried by Structure: ALLISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2019, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $13,000, Total Project Cost: $59,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45245, Location: 2 Miles N. of SR 4008 (Lat: 39.977994, Lng: -79.880303), Route carried "on" structure: State highway 166, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,314 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,208 (year 2032), Design Load: HL 93, Features Intersected: DUNLAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45245, Location: 2 Miles N. of SR 4008 (Lat: 39.977994, Lng: -79.880303), Route carried "on" structure: State highway 166, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,314 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,208 (year 2032), Design Load: HL 93, Features Intersected: DUNLAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45509, Location: E of Brownsville (Lat: 39.995283, Lng: -79.848222), Route carried "on" structure: US 40, Year Built: 2008, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 10,150 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 9,686 (year 2032), Design Load: HL 93, Features Intersected: SR 0043 (Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.236, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45509, Location: E of Brownsville (Lat: 39.995283, Lng: -79.848222), Route carried "on" structure: US 40, Year Built: 2008, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 10,150 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 9,686 (year 2032), Design Load: HL 93, Features Intersected: SR 0043 (Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.236, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45854, Location: 1.2 mi S of SR 0040 (Lat: 39.996917, Lng: -79.873817), Route carried "on" structure: State highway 166, Year Built: 2009, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 3,314 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,208 (year 2032), Design Load: HL 93, Features Intersected: SR 0043 (Turnpike)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 31.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45854, Location: 1.2 mi S of SR 0040 (Lat: 39.996917, Lng: -79.873817), Route carried "on" structure: State highway 166, Year Built: 2009, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 3,314 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,208 (year 2032), Design Load: HL 93, Features Intersected: SR 0043 (Turnpike)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 31.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46931, Location: West of Exit M22 (Lat: 39.995300, Lng: -79.853600), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 1,555 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,022 (year 2030), Design Load: HL 93, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: National Pike T-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 62.5m (205.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46931, Location: West of Exit M22 (Lat: 39.995300, Lng: -79.853600), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 1,555 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,022 (year 2030), Design Load: HL 93, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: National Pike T-55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 62.5m (205.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46932, Location: West of Exit M22 (Lat: 39.994700, Lng: -79.860297), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 20, Features Intersected: Davidson Siding Rd T-605
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 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: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46932, Location: West of Exit M22 (Lat: 39.994700, Lng: -79.860297), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 20, Features Intersected: Davidson Siding Rd T-605
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 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: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46933, Location: West of Exit M22 (Lat: 39.994997, Lng: -79.860297), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-605
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.0m (173.9ft), 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: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46933, Location: West of Exit M22 (Lat: 39.994997, Lng: -79.860297), Route carried "on" structure: State highway 43, Year Built: 2009, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-605
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 53.0m (173.9ft), 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: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46934, Location: West of Exit M22 (Lat: 39.995800, Lng: -79.868600), Route carried "on" structure: Other road 43, Year Built: 2009, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HL 93, Features Intersected: UNT 4 to Dunlap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46934, Location: West of Exit M22 (Lat: 39.995800, Lng: -79.868600), Route carried "on" structure: Other road 43, Year Built: 2009, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HL 93, Features Intersected: UNT 4 to Dunlap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46935, Location: West of Exit M22 (Lat: 39.995800, Lng: -79.867197), Route carried "on" structure: Other road 43, Year Built: 2009, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HL 93, Features Intersected: UNT 4 to Dunlap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46935, Location: West of Exit M22 (Lat: 39.995800, Lng: -79.867197), Route carried "on" structure: Other road 43, Year Built: 2009, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HL 93, Features Intersected: UNT 4 to Dunlap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48589, Location: 1.4 mi S from SR 0040 (Lat: 39.992169, Lng: -79.874447), Route carried "on" structure: State highway 166, Year Built: 2013, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 3,314 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,568 (year 2036), Design Load: HL 93, Features Intersected: Dunlap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.266, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48589, Location: 1.4 mi S from SR 0040 (Lat: 39.992169, Lng: -79.874447), Route carried "on" structure: State highway 166, Year Built: 2013, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 3,314 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,568 (year 2036), Design Load: HL 93, Features Intersected: Dunlap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.266, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing