Bridge Statistics for West Hazleton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 177ft / 53.9mTotal length
- $1,288,000Total costs
- 301,366Total average daily traffic
- 77,394Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Hazleton
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 151960-1969
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 21980-1989
- Bridge Condition - Deck
- 12.5%Good
- 25.0%Satisfactory
- 50.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 12.5%Good
- 50.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 37.5%Satisfactory
- 37.5%Fair
- 12.5%Poor
- 12.5%Critical
- Bridge Condition - Channel
- 28.6%Very good
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
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Structure Number: 23684, Location: HAZLE TWP 1 M S TR 93 (Lat: 40.964669, Lng: -76.027914), Route carried "on" structure: Interstate 81, Year Built: 1967, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 51,154 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 52,191 (year 2032), Design Load: HS 20+Mod, Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.134, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $118,000, Total Project Cost: $540,000
Structure Number: 23684, Location: HAZLE TWP 1 M S TR 93 (Lat: 40.964669, Lng: -76.027914), Route carried "on" structure: Interstate 81, Year Built: 1967, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 51,154 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 52,191 (year 2032), Design Load: HS 20+Mod, Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.134, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $118,000, Total Project Cost: $540,000
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Structure Number: 23685, Location: W HAZLETON BOR .7 S TR 93 (Lat: 40.970667, Lng: -76.030883), Route carried "on" structure: Interstate 81, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 14.26m (46.78ft), Average Daily Traffic: 25,634 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 25,569 (year 2032), Design Load: HS 20+Mod, Features Intersected: NRFLK STHRN RR & BL CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.939, Lanes on 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: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.20m (49.87ft), 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
Structure Number: 23685, Location: W HAZLETON BOR .7 S TR 93 (Lat: 40.970667, Lng: -76.030883), Route carried "on" structure: Interstate 81, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 14.26m (46.78ft), Average Daily Traffic: 25,634 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 25,569 (year 2032), Design Load: HS 20+Mod, Features Intersected: NRFLK STHRN RR & BL CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.939, Lanes on 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: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.20m (49.87ft), 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
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Structure Number: 23686, Location: W HAZLETON BO .7M S TR 93 (Lat: 40.970581, Lng: -76.031203), Route carried "on" structure: Interstate 81, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 25,520 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 26,622 (year 2032), Design Load: HS 20+Mod, Features Intersected: NRFLK STHRN RR & BL CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.926, Lanes on 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: 6, Length of Maximum Span: 39.6m (129.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.50m (50.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23686, Location: W HAZLETON BO .7M S TR 93 (Lat: 40.970581, Lng: -76.031203), Route carried "on" structure: Interstate 81, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 25,520 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 26,622 (year 2032), Design Load: HS 20+Mod, Features Intersected: NRFLK STHRN RR & BL CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.926, Lanes on 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: 6, Length of Maximum Span: 39.6m (129.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.50m (50.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23782, Location: HAZLE TWP 1.1 M S SR 3026 (Lat: 40.973294, Lng: -76.010614), Route carried "on" structure: State highway 93, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 22,094 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 23,004 (year 2033), Design Load: HS 20, Features Intersected: BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.981, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), 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: 27.3m (89.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 23782, Location: HAZLE TWP 1.1 M S SR 3026 (Lat: 40.973294, Lng: -76.010614), Route carried "on" structure: State highway 93, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 22,094 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 23,004 (year 2033), Design Load: HS 20, Features Intersected: BIG BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.981, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), 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: 27.3m (89.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 23783, Location: SUGARLOAF TWP OVER I-81 (Lat: 40.981181, Lng: -76.035617), Route carried "on" structure: State highway 93, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 19,639 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,704 (year 2033), Design Load: HS 20, Features Intersected: I-81 EXIT 145
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.011, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23783, Location: SUGARLOAF TWP OVER I-81 (Lat: 40.981181, Lng: -76.035617), Route carried "on" structure: State highway 93, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 19,639 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,704 (year 2033), Design Load: HS 20, Features Intersected: I-81 EXIT 145
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.011, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23948, Location: HAZLE TWP OVER I81 EX 143 (Lat: 40.941667, Lng: -76.028333), Route carried "on" structure: State highway 924, Year Built: 1967, Year Reconstructed: 1982, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 14,330 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,727 (year 2032), Design Load: HS 20, Features Intersected: SR 0081 I-81 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.144, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $100,000, Total Project Cost: $365,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23948, Location: HAZLE TWP OVER I81 EX 143 (Lat: 40.941667, Lng: -76.028333), Route carried "on" structure: State highway 924, Year Built: 1967, Year Reconstructed: 1982, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 14,330 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,727 (year 2032), Design Load: HS 20, Features Intersected: SR 0081 I-81 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.144, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $100,000, Total Project Cost: $365,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23949, Location: HAZLE TWP 1.5 M E I-81 (Lat: 40.953803, Lng: -76.002606), Route carried "on" structure: State highway 924, Year Built: 1967, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 14,330 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,727 (year 2032), Design Load: HS 20, Features Intersected: CRANBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 23949, Location: HAZLE TWP 1.5 M E I-81 (Lat: 40.953803, Lng: -76.002606), Route carried "on" structure: State highway 924, Year Built: 1967, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 14,330 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,727 (year 2032), Design Load: HS 20, Features Intersected: CRANBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 2395, Location: HAZLE TWP 1.7 M E I-81 (Lat: 40.958333, Lng: -76.000000), Route carried "on" structure: State highway 924, Year Built: 1967, Year Reconstructed: 1982, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 14,330 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,727 (year 2033), Design Load: HS 20, Features Intersected: NRFLK STHRN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 69.9 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $69,000, Total Project Cost: $315,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2395, Location: HAZLE TWP 1.7 M E I-81 (Lat: 40.958333, Lng: -76.000000), Route carried "on" structure: State highway 924, Year Built: 1967, Year Reconstructed: 1982, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 14,330 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,727 (year 2033), Design Load: HS 20, Features Intersected: NRFLK STHRN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 69.9 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $69,000, Total Project Cost: $315,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 24384, Location: BET. BUTLER & W. FOOTHILL (Lat: 41.002014, Lng: -76.017425), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 130 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 170 (year 2031), Design Load: HS 20, Features Intersected: LITTLE NESCOPECK CREEK, Facility Carried by Structure: SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $35,000, Total Project Cost: $68,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24384, Location: BET. BUTLER & W. FOOTHILL (Lat: 41.002014, Lng: -76.017425), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 130 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 170 (year 2031), Design Load: HS 20, Features Intersected: LITTLE NESCOPECK CREEK, Facility Carried by Structure: SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $35,000, Total Project Cost: $68,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55733, Location: .5 MI W SR 0093 (Lat: 40.973594, Lng: -76.019792), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: JAYCEE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Other
Structure Number: 55733, Location: .5 MI W SR 0093 (Lat: 40.973594, Lng: -76.019792), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: JAYCEE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Other
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Structure Number: 12525, Location: 4 MILES E OF MIFFLINVILLE (Lat: 41.010000, Lng: -76.018333), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 15,527 (year 2021), Truck Traffic: 41%, Features Intersected: SR 2021 OVER I-80, Facility Carried by Structure: SR 2021
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 29.597, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 12525, Location: 4 MILES E OF MIFFLINVILLE (Lat: 41.010000, Lng: -76.018333), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 15,527 (year 2021), Truck Traffic: 41%, Features Intersected: SR 2021 OVER I-80, Facility Carried by Structure: SR 2021
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 29.597, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 12525, Location: 4 MILES E OF MIFFLINVILLE (Lat: 41.010000, Lng: -76.018333), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 15,535 (year 2021), Truck Traffic: 42%, Features Intersected: SR 2021 OVER I-80, Facility Carried by Structure: SR 2021
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 29.567, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 12525, Location: 4 MILES E OF MIFFLINVILLE (Lat: 41.010000, Lng: -76.018333), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 15,535 (year 2021), Truck Traffic: 42%, Features Intersected: SR 2021 OVER I-80, Facility Carried by Structure: SR 2021
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 29.567, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 23783, Location: SUGARLOAF TWP OVER I-81 (Lat: 40.981181, Lng: -76.035617), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 19,371 (year 2021), Truck Traffic: 39%, Features Intersected: I-81 EXIT 145, Facility Carried by Structure: TR93 VALMONT PKWAY
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 9.379, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 23783, Location: SUGARLOAF TWP OVER I-81 (Lat: 40.981181, Lng: -76.035617), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 19,371 (year 2021), Truck Traffic: 39%, Features Intersected: I-81 EXIT 145, Facility Carried by Structure: TR93 VALMONT PKWAY
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 9.379, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 23783, Location: SUGARLOAF TWP OVER I-81 (Lat: 40.981181, Lng: -76.035617), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 19,648 (year 2021), Truck Traffic: 39%, Features Intersected: I-81 EXIT 145, Facility Carried by Structure: TR93 VALMONT PKWAY
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 9.421, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 23783, Location: SUGARLOAF TWP OVER I-81 (Lat: 40.981181, Lng: -76.035617), Route carried "under" structure: Interstate 81, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 19,648 (year 2021), Truck Traffic: 39%, Features Intersected: I-81 EXIT 145, Facility Carried by Structure: TR93 VALMONT PKWAY
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 9.421, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 23948, Location: HAZLE TWP OVER I81 EX 143 (Lat: 40.941667, Lng: -76.028333), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 25,634 (year 2021), Truck Traffic: 32%, Features Intersected: SR 0081 I-81 NB & SB, Facility Carried by Structure: SR 0924 TR 924
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.723, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 23948, Location: HAZLE TWP OVER I81 EX 143 (Lat: 40.941667, Lng: -76.028333), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 25,634 (year 2021), Truck Traffic: 32%, Features Intersected: SR 0081 I-81 NB & SB, Facility Carried by Structure: SR 0924 TR 924
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.723, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 23948, Location: HAZLE TWP OVER I81 EX 143 (Lat: 40.941667, Lng: -76.028333), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 18,390 (year 2021), Truck Traffic: 24%, Features Intersected: SR 0081 I-81 NB & SB, Facility Carried by Structure: SR 0924 TR 924
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 4.678, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 23948, Location: HAZLE TWP OVER I81 EX 143 (Lat: 40.941667, Lng: -76.028333), Route carried "under" structure: Interstate 81, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 18,390 (year 2021), Truck Traffic: 24%, Features Intersected: SR 0081 I-81 NB & SB, Facility Carried by Structure: SR 0924 TR 924
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 4.678, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)