Bridge Statistics for Hallstead, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 171ft / 51.7mTotal length
- $1,143,000Total costs
- 20,801Total average daily traffic
- 3,804Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hallstead
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11950-1959
- 31960-1969
- 11990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 44.4%Very good
- 11.1%Good
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 33.3%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Serious
- Bridge Condition - Substructure
- 33.3%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- 11.1%Critical
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- 25.0%Poor
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Structure Number: 32209, Location: GREAT BEND TWP.3M S TR171 (Lat: 41.963319, Lng: -75.737278), Route carried "on" structure: Interstate 81, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 10,305 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 13,051 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 1010 & SUSQUEHANNA RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.411, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.30m (66.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $133,000, Total Project Cost: $610,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32209, Location: GREAT BEND TWP.3M S TR171 (Lat: 41.963319, Lng: -75.737278), Route carried "on" structure: Interstate 81, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 10,305 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 13,051 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 1010 & SUSQUEHANNA RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.411, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.30m (66.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $133,000, Total Project Cost: $610,000, 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: 32462, Location: LIBERTY TP 1.5M N SR 1018 (Lat: 41.927306, Lng: -75.770617), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 87 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF DUBOIS CREEK, Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.491, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, 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: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $100,000, Total Project Cost: $153,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32462, Location: LIBERTY TP 1.5M N SR 1018 (Lat: 41.927306, Lng: -75.770617), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 87 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF DUBOIS CREEK, Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.491, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, 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: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $100,000, Total Project Cost: $153,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32703, Location: .5 MILES SE OF HALLSTEAD (Lat: 41.944978, Lng: -75.737492), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2011), Average Future Daily Traffic: 100 (year 2031), Features Intersected: SALT LICK CREEK, Facility Carried by Structure: T-842 (AIRPORT RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Critical, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32703, Location: .5 MILES SE OF HALLSTEAD (Lat: 41.944978, Lng: -75.737492), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2011), Average Future Daily Traffic: 100 (year 2031), Features Intersected: SALT LICK CREEK, Facility Carried by Structure: T-842 (AIRPORT RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Critical, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000, 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: 41567, Location: GRT BEND TWP 100'S SR1022 (Lat: 41.944658, Lng: -75.768267), Route carried "on" structure: State highway , Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 37 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 87 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO DUBOIS CREEK, Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Design/Construction: Slab, 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 41567, Location: GRT BEND TWP 100'S SR1022 (Lat: 41.944658, Lng: -75.768267), Route carried "on" structure: State highway , Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 37 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 87 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO DUBOIS CREEK, Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Design/Construction: Slab, 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 4183, Location: GREAT BEND TP JCT SR1010 (Lat: 41.963778, Lng: -75.741928), Route carried "on" structure: US 11, Year Built: 2002, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 7,019 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 13,492 (year 2032), Design Load: HS 25 or greater, Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: High priority of corrective action, 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: 17.30m (56.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4183, Location: GREAT BEND TP JCT SR1010 (Lat: 41.963778, Lng: -75.741928), Route carried "on" structure: US 11, Year Built: 2002, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 7,019 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 13,492 (year 2032), Design Load: HS 25 or greater, Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: High priority of corrective action, 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: 17.30m (56.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: April 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: 47754, Location: GRT BEND TWP 1M W SR 1033 (Lat: 41.958944, Lng: -75.760044), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 817 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,073 (year 2033), Design Load: HL 93, Features Intersected: DUBOIS CREEK, Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47754, Location: GRT BEND TWP 1M W SR 1033 (Lat: 41.958944, Lng: -75.760044), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 817 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,073 (year 2033), Design Load: HL 93, Features Intersected: DUBOIS CREEK, Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: 48948, Location: GRT BEND TWP .1 M E TR 11 (Lat: 41.962781, Lng: -75.739731), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 177 (year 2034), Design Load: HL 93, Features Intersected: SALT LICK CREEK, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48948, Location: GRT BEND TWP .1 M E TR 11 (Lat: 41.962781, Lng: -75.739731), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 177 (year 2034), Design Load: HL 93, Features Intersected: SALT LICK CREEK, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: 48949, Location: HALLSTEAD BO .2M N SR1037 (Lat: 41.968861, Lng: -75.751108), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,751 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,431 (year 2035), Design Load: HL 93, Features Intersected: DUBOIS CREEK, Facility Carried by Structure: SR 1033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), 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: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.4 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: 42.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48949, Location: HALLSTEAD BO .2M N SR1037 (Lat: 41.968861, Lng: -75.751108), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,751 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,431 (year 2035), Design Load: HL 93, Features Intersected: DUBOIS CREEK, Facility Carried by Structure: SR 1033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), 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: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.4 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: 42.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52403, Location: T-821 OVER NS Railroad (Lat: 41.944400, Lng: -75.739697), Route carried "on" structure: County highway , Year Built: 1914, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2035), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: T-821 (OLD RT 11)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2019, Critical Feature Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52403, Location: T-821 OVER NS Railroad (Lat: 41.944400, Lng: -75.739697), Route carried "on" structure: County highway , Year Built: 1914, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2035), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: T-821 (OLD RT 11)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2019, Critical Feature Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32209, Location: GREAT BEND TWP.3M S TR171 (Lat: 41.963319, Lng: -75.737278), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 120 (year 2022), Truck Traffic: 5%, Features Intersected: SR 1010 & SUSQUEHANNA RV, Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 10.998, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 32209, Location: GREAT BEND TWP.3M S TR171 (Lat: 41.963319, Lng: -75.737278), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 120 (year 2022), Truck Traffic: 5%, Features Intersected: SR 1010 & SUSQUEHANNA RV, Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 10.998, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 3221, Location: GREATBEND TWP .3M S TR171 (Lat: 41.963022, Lng: -75.737494), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 120 (year 2022), Truck Traffic: 5%, Features Intersected: SR 1010 & SUSQUEHANNA RV, Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 10.998, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 3221, Location: GREATBEND TWP .3M S TR171 (Lat: 41.963022, Lng: -75.737494), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 120 (year 2022), Truck Traffic: 5%, Features Intersected: SR 1010 & SUSQUEHANNA RV, Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 10.998, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)