Bridge Statistics for Dalton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 75ft / 23.4mTotal length
- $1,054,000Total costs
- 35,529Total average daily traffic
- 3,268Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dalton
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 21970-1979
- 21990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 42.9%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Serious
- Bridge Condition - Superstructure
- 50.0%Very good
- 12.5%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 12.5%Good
- 62.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
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Structure Number: 14566, Location: 1.5 MI. N. HIGHSPIRE (Lat: 40.216667, Lng: -76.750000), Route carried "on" structure: State highway , Year Built: 1976, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 4,225 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 5,467 (year 2032), Design Load: HS 20, Features Intersected: SR 3032, Facility Carried by Structure: SR 2042;TWP RD 337
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), 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: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 14566, Location: 1.5 MI. N. HIGHSPIRE (Lat: 40.216667, Lng: -76.750000), Route carried "on" structure: State highway , Year Built: 1976, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 4,225 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 5,467 (year 2032), Design Load: HS 20, Features Intersected: SR 3032, Facility Carried by Structure: SR 2042;TWP RD 337
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), 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: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 20361, Location: LAPLUME TWP .1 M W TR 438 (Lat: 41.558142, Lng: -75.756519), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,263 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 16,526 (year 2032), Design Load: H 20, Features Intersected: S BR TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20361, Location: LAPLUME TWP .1 M W TR 438 (Lat: 41.558142, Lng: -75.756519), Route carried "on" structure: US 6, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,263 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 16,526 (year 2032), Design Load: H 20, Features Intersected: S BR TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20363, Location: DALTON BORO OVER TR 632 (Lat: 41.534942, Lng: -75.737919), Route carried "on" structure: US 6, Year Built: 1952, Year Reconstructed: 2016, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,793 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17,304 (year 2032), Design Load: HS 20, Features Intersected: SR 0632 TR 632
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.616, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $100,000, Total Project Cost: $419,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20363, Location: DALTON BORO OVER TR 632 (Lat: 41.534942, Lng: -75.737919), Route carried "on" structure: US 6, Year Built: 1952, Year Reconstructed: 2016, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,793 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17,304 (year 2032), Design Load: HS 20, Features Intersected: SR 0632 TR 632
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.616, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $100,000, Total Project Cost: $419,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 206, Location: BENTON TWP .1 M N TR 524 (Lat: 41.564642, Lng: -75.706947), Route carried "on" structure: Spur State highway 407, Year Built: 1971, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,965 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,994 (year 2032), Design Load: HS 20, Features Intersected: LACKAWANNA LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $458,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 206, Location: BENTON TWP .1 M N TR 524 (Lat: 41.564642, Lng: -75.706947), Route carried "on" structure: Spur State highway 407, Year Built: 1971, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,965 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,994 (year 2032), Design Load: HS 20, Features Intersected: LACKAWANNA LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $458,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2062, Location: LAPLUME TWP 119' E TR 6 (Lat: 41.556781, Lng: -75.754633), Route carried "on" structure: Spur State highway 438, Year Built: 1952, Year Reconstructed: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,011 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 979 (year 2032), Design Load: HL 93, Features Intersected: ACKERLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.5 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $100,000, Total Project Cost: $177,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2062, Location: LAPLUME TWP 119' E TR 6 (Lat: 41.556781, Lng: -75.754633), Route carried "on" structure: Spur State highway 438, Year Built: 1952, Year Reconstructed: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,011 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 979 (year 2032), Design Load: HL 93, Features Intersected: ACKERLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.5 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $100,000, Total Project Cost: $177,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20809, Location: DALTON BORO 1.2M N TR 6 (Lat: 41.528839, Lng: -75.735158), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 692 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,355 (year 2032), Design Load: HS 25 or greater, Features Intersected: ACKERLY CREEK, Facility Carried by Structure: SR 4011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 20809, Location: DALTON BORO 1.2M N TR 6 (Lat: 41.528839, Lng: -75.735158), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 692 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,355 (year 2032), Design Load: HS 25 or greater, Features Intersected: ACKERLY CREEK, Facility Carried by Structure: SR 4011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 37182, Location: TUNKHANNOCK TP 1M E TR 92 (Lat: 41.486867, Lng: -75.786556), Route carried "on" structure: State highway 307, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,969 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,618 (year 2032), Design Load: HS 25 or greater, Features Intersected: OSTERHOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37182, Location: TUNKHANNOCK TP 1M E TR 92 (Lat: 41.486867, Lng: -75.786556), Route carried "on" structure: State highway 307, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,969 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,618 (year 2032), Design Load: HS 25 or greater, Features Intersected: OSTERHOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45167, Location: DALTON BORO 250'NE OF RT6 (Lat: 41.548708, Lng: -75.743836), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 125 (year 2035), Design Load: HS 25 or greater, Features Intersected: ACKERLEY CREEK, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45167, Location: DALTON BORO 250'NE OF RT6 (Lat: 41.548708, Lng: -75.743836), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 125 (year 2035), Design Load: HS 25 or greater, Features Intersected: ACKERLEY CREEK, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 53283, Location: N ABINGTON TP 1.2M E TR 6 (Lat: 41.570333, Lng: -75.739808), Route carried "on" structure: State highway 438, Year Built: 2016, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 881 (year 2035), Design Load: HL 93, Features Intersected: S BR TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), 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: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53283, Location: N ABINGTON TP 1.2M E TR 6 (Lat: 41.570333, Lng: -75.739808), Route carried "on" structure: State highway 438, Year Built: 2016, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 881 (year 2035), Design Load: HL 93, Features Intersected: S BR TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), 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: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 57556, Location: 320 FT NORTH of RT 632 (Lat: 41.534244, Lng: -75.733292), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 200 (year 2040), Features Intersected: TRIB 28835 TO ACKERLY, Facility Carried by Structure: LILY LAKE 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: 8 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 57556, Location: 320 FT NORTH of RT 632 (Lat: 41.534244, Lng: -75.733292), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 200 (year 2040), Features Intersected: TRIB 28835 TO ACKERLY, Facility Carried by Structure: LILY LAKE 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: 8 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 20363, Location: DALTON BORO OVER TR 632 (Lat: 41.534942, Lng: -75.737919), Route carried "under" structure: State highway 632, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 2,386 (year 2021), Truck Traffic: 5%, Features Intersected: SR 0632 TR 632, Facility Carried by Structure: SR 0006 TR 6 & 11
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 20363, Location: DALTON BORO OVER TR 632 (Lat: 41.534942, Lng: -75.737919), Route carried "under" structure: State highway 632, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 2,386 (year 2021), Truck Traffic: 5%, Features Intersected: SR 0632 TR 632, Facility Carried by Structure: SR 0006 TR 6 & 11
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 20363, Location: DALTON BORO OVER TR 632 (Lat: 41.534942, Lng: -75.737919), Route carried "under" structure: State highway , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 1,325 (year 2022), Truck Traffic: 9%, Features Intersected: SR 0632 TR 632, Facility Carried by Structure: SR 0006 TR 6 & 11
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.803, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 20363, Location: DALTON BORO OVER TR 632 (Lat: 41.534942, Lng: -75.737919), Route carried "under" structure: State highway , Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 1,325 (year 2022), Truck Traffic: 9%, Features Intersected: SR 0632 TR 632, Facility Carried by Structure: SR 0006 TR 6 & 11
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.803, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)