Bridge Statistics for Hamburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 397ft / 121mTotal length
- $27,530,000Total costs
- 312,311Total average daily traffic
- 74,070Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamburg
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11940-1949
- 81950-1959
- 11980-1989
- 92000-2009
- 12010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 13.3%Very good
- 33.3%Good
- 40.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 26.7%Fair
- 13.3%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 26.7%Good
- 26.7%Satisfactory
- 26.7%Fair
- 13.3%Poor
- Bridge Condition - Channel
- 15.4%Very good
- 15.4%Good
- 7.7%Satisfactory
- 38.5%Fair
- 23.1%Poor
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Satisfactory
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Structure Number: 4505, Location: 1.5 M.NE.OF WEYANT (Lat: 40.220050, Lng: -78.533375), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 2020, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 51 (year 2040), Design Load: HS 25 or greater, Features Intersected: SCRUBGRASS CREEK, Facility Carried by Structure: T613, COLEBAUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), 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: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 49.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4505, Location: 1.5 M.NE.OF WEYANT (Lat: 40.220050, Lng: -78.533375), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 2020, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 51 (year 2040), Design Load: HS 25 or greater, Features Intersected: SCRUBGRASS CREEK, Facility Carried by Structure: T613, COLEBAUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), 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: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 49.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4601, Location: NEAR HAMBURG BORO LINE (Lat: 40.539269, Lng: -75.976742), Route carried "on" structure: State highway 61, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 24,179 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,887 (year 2032), Design Load: HS 20, Features Intersected: CHRISTMANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.134, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 4601, Location: NEAR HAMBURG BORO LINE (Lat: 40.539269, Lng: -75.976742), Route carried "on" structure: State highway 61, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 24,179 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 33,887 (year 2032), Design Load: HS 20, Features Intersected: CHRISTMANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.134, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 4602, Location: HAMBURG BOROUGH (Lat: 40.543942, Lng: -75.980436), Route carried "on" structure: State highway 61, Year Built: 1954, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2035), Design Load: HS 20, Features Intersected: READING/NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.287, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $181,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4602, Location: HAMBURG BOROUGH (Lat: 40.543942, Lng: -75.980436), Route carried "on" structure: State highway 61, Year Built: 1954, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2035), Design Load: HS 20, Features Intersected: READING/NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.287, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $181,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4603, Location: HAMBURG BOROUGH (Lat: 40.546808, Lng: -75.985456), Route carried "on" structure: State highway 61, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2032), Design Load: HS 20, Features Intersected: KAERCHERS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.287, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $255,000, Total Project Cost: $1,169,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4603, Location: HAMBURG BOROUGH (Lat: 40.546808, Lng: -75.985456), Route carried "on" structure: State highway 61, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2032), Design Load: HS 20, Features Intersected: KAERCHERS CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.287, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $255,000, Total Project Cost: $1,169,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4604, Location: HAMBURG BOROUGH (Lat: 40.549217, Lng: -75.989156), Route carried "on" structure: State highway 61, Year Built: 1954, Year Reconstructed: 2013, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.243, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 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: 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4604, Location: HAMBURG BOROUGH (Lat: 40.549217, Lng: -75.989156), Route carried "on" structure: State highway 61, Year Built: 1954, Year Reconstructed: 2013, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.243, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 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: 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4605, Location: HAMBURG BOROUGH LINE (Lat: 40.552442, Lng: -75.992842), Route carried "on" structure: State highway 61, Year Built: 1954, Year Reconstructed: 1978, Status: Open, Structure Length: 26.64m (87.40ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2032), Design Load: HS 20, Features Intersected: SR 4028;RIV;RDG,READ/NOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.589, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.10m (88.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $706,000, Total Project Cost: $3,235,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4605, Location: HAMBURG BOROUGH LINE (Lat: 40.552442, Lng: -75.992842), Route carried "on" structure: State highway 61, Year Built: 1954, Year Reconstructed: 1978, Status: Open, Structure Length: 26.64m (87.40ft), Average Daily Traffic: 20,233 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 28,616 (year 2032), Design Load: HS 20, Features Intersected: SR 4028;RIV;RDG,READ/NOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.589, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.10m (88.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $706,000, Total Project Cost: $3,235,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4661, Location: HAMBURG (Lat: 40.559478, Lng: -75.991253), Route carried "on" structure: Interstate 78, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 54.92m (180.18ft), Average Daily Traffic: 39,856 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 57,765 (year 2032), Design Load: HS 20+Mod, Features Intersected: READING/NORTHERN RR T571
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.075, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 55.70m (182.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $15,000,000, Roadway Improvement Cost: $5,000,000, Total Project Cost: $20,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4661, Location: HAMBURG (Lat: 40.559478, Lng: -75.991253), Route carried "on" structure: Interstate 78, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 54.92m (180.18ft), Average Daily Traffic: 39,856 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 57,765 (year 2032), Design Load: HS 20+Mod, Features Intersected: READING/NORTHERN RR T571
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.075, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 55.70m (182.74ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $15,000,000, Roadway Improvement Cost: $5,000,000, Total Project Cost: $20,000,000, 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: 5275, Location: WEST STATE STREET (Lat: 40.553853, Lng: -75.990217), Route carried "on" structure: Spur State highway , Year Built: 1927, Year Reconstructed: 2010, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 8,438 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 12,154 (year 2032), Design Load: HL 93, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: SR 4028(LR06046SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.00m (55.77ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $418,000, Total Project Cost: $1,916,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5275, Location: WEST STATE STREET (Lat: 40.553853, Lng: -75.990217), Route carried "on" structure: Spur State highway , Year Built: 1927, Year Reconstructed: 2010, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 8,438 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 12,154 (year 2032), Design Load: HL 93, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: SR 4028(LR06046SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.00m (55.77ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $418,000, Total Project Cost: $1,916,000, 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: 5491, Location: BETWEEN FRONT AND SECOND (Lat: 40.552733, Lng: -75.986608), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 626 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2030), Features Intersected: MILL CREEK, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5491, Location: BETWEEN FRONT AND SECOND (Lat: 40.552733, Lng: -75.986608), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 626 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2030), Features Intersected: MILL CREEK, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5492, Location: EAST END OF BOROUGH (Lat: 40.554347, Lng: -75.975269), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 858 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2030), Features Intersected: KAERCHERS CREEK, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5492, Location: EAST END OF BOROUGH (Lat: 40.554347, Lng: -75.975269), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 858 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2030), Features Intersected: KAERCHERS CREEK, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5493, Location: BET PINE AND STATE STS (Lat: 40.553361, Lng: -75.985967), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 687 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2030), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 54.4 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5493, Location: BET PINE AND STATE STS (Lat: 40.553361, Lng: -75.985967), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 687 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2030), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 54.4 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 41465, Location: SOUTH OF HAMBURG (Lat: 40.542997, Lng: -75.972528), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 903 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 929 (year 2024), Design Load: HS 25 or greater, Features Intersected: KERSHNER CREEK, Facility Carried by Structure: WOODLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 15.2m (49.9ft), 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: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41465, Location: SOUTH OF HAMBURG (Lat: 40.542997, Lng: -75.972528), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 903 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 929 (year 2024), Design Load: HS 25 or greater, Features Intersected: KERSHNER CREEK, Facility Carried by Structure: WOODLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 15.2m (49.9ft), 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: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 4436, Location: N 5th ST HAMBURG (Lat: 40.563328, Lng: -75.981089), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 950 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,566 (year 2032), Design Load: HL 93, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4049 (5th ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 8 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 4436, Location: N 5th ST HAMBURG (Lat: 40.563328, Lng: -75.981089), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 950 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,566 (year 2032), Design Load: HL 93, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4049 (5th ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 8 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 44367, Location: EXIT #10 HAMBURG INT (Lat: 40.562425, Lng: -75.983372), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,500 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,982 (year 2032), Design Load: HL 93, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4035 N 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.065, Lanes on structure: 2, Lanes under structure: 4, 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: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44367, Location: EXIT #10 HAMBURG INT (Lat: 40.562425, Lng: -75.983372), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,500 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,982 (year 2032), Design Load: HL 93, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4035 N 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.065, Lanes on structure: 2, Lanes under structure: 4, 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: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 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: 45234, Location: HAMBURG (Lat: 40.560883, Lng: -75.987522), Route carried "on" structure: Interstate 78, Year Built: 2007, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 39,856 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 57,765 (year 2032), Design Load: HL 93, Features Intersected: PORT CLINTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.127, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45234, Location: HAMBURG (Lat: 40.560883, Lng: -75.987522), Route carried "on" structure: Interstate 78, Year Built: 2007, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 39,856 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 57,765 (year 2032), Design Load: HL 93, Features Intersected: PORT CLINTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.127, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 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: 54093, Location: .5 MI.SOUTH OF HAMBURG (Lat: 40.549569, Lng: -75.962511), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 672 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 815 (year 2037), Design Load: HL 93, Features Intersected: Windsor Creek, Facility Carried by Structure: Windsor Castle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 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: 34.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54093, Location: .5 MI.SOUTH OF HAMBURG (Lat: 40.549569, Lng: -75.962511), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 672 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 815 (year 2037), Design Load: HL 93, Features Intersected: Windsor Creek, Facility Carried by Structure: Windsor Castle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 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: 34.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 68136, Location: STATE ST. (Lat: 40.555944, Lng: -75.980625), Route carried "on" structure: Spur State highway , Year Built: 2021, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,427 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 8,625 (year 2032), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 4028(LR06046SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 68136, Location: STATE ST. (Lat: 40.555944, Lng: -75.980625), Route carried "on" structure: Spur State highway , Year Built: 2021, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,427 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 8,625 (year 2032), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 4028(LR06046SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 68295, Location: HAMBURG BOROUGH (Lat: 40.557050, Lng: -75.998072), Route carried "on" structure: State highway 61, Year Built: 2021, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,573 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 14,226 (year 2032), Design Load: HL 93, Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.385, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 68295, Location: HAMBURG BOROUGH (Lat: 40.557050, Lng: -75.998072), Route carried "on" structure: State highway 61, Year Built: 2021, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,573 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 14,226 (year 2032), Design Load: HL 93, Features Intersected: I-78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.385, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 4605, Location: HAMBURG BOROUGH LINE (Lat: 40.552442, Lng: -75.992842), Route carried "under" structure: Spur State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 8,438 (year 2022), Truck Traffic: 6%, Features Intersected: SR 4028;RIV;RDG,READ/NOR, Facility Carried by Structure: PA 61 (LR 160)
Minimum Vertical Clearance: 12.98m (42.59ft), Kilometerpoint: 5.840, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 47.9m (157.2ft)
Structure Number: 4605, Location: HAMBURG BOROUGH LINE (Lat: 40.552442, Lng: -75.992842), Route carried "under" structure: Spur State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 8,438 (year 2022), Truck Traffic: 6%, Features Intersected: SR 4028;RIV;RDG,READ/NOR, Facility Carried by Structure: PA 61 (LR 160)
Minimum Vertical Clearance: 12.98m (42.59ft), Kilometerpoint: 5.840, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 47.9m (157.2ft)
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Structure Number: 4661, Location: HAMBURG (Lat: 40.559478, Lng: -75.991253), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 1,815 (year 2013), Truck Traffic: 9%, Features Intersected: READING/NORTHERN RR T571, Facility Carried by Structure: I-78 (LR 285)
Minimum Vertical Clearance: 13.84m (45.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 4661, Location: HAMBURG (Lat: 40.559478, Lng: -75.991253), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 1,815 (year 2013), Truck Traffic: 9%, Features Intersected: READING/NORTHERN RR T571, Facility Carried by Structure: I-78 (LR 285)
Minimum Vertical Clearance: 13.84m (45.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 4436, Location: N 5th ST HAMBURG (Lat: 40.563328, Lng: -75.981089), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 21,087 (year 2021), Truck Traffic: 37%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4049 (5th ST)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 35.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 4436, Location: N 5th ST HAMBURG (Lat: 40.563328, Lng: -75.981089), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 21,087 (year 2021), Truck Traffic: 37%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4049 (5th ST)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 35.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 4436, Location: N 5th ST HAMBURG (Lat: 40.563328, Lng: -75.981089), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 19,651 (year 2021), Truck Traffic: 39%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4049 (5th ST)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 35.681, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 4436, Location: N 5th ST HAMBURG (Lat: 40.563328, Lng: -75.981089), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 19,651 (year 2021), Truck Traffic: 39%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4049 (5th ST)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 35.681, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 44367, Location: EXIT #10 HAMBURG INT (Lat: 40.562425, Lng: -75.983372), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 21,087 (year 2021), Truck Traffic: 37%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4035 N 4TH ST
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 35.095, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 44367, Location: EXIT #10 HAMBURG INT (Lat: 40.562425, Lng: -75.983372), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 21,087 (year 2021), Truck Traffic: 37%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4035 N 4TH ST
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 35.095, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 44367, Location: EXIT #10 HAMBURG INT (Lat: 40.562425, Lng: -75.983372), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 21,830 (year 2022), Truck Traffic: 33%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4035 N 4TH ST
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 35.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 44367, Location: EXIT #10 HAMBURG INT (Lat: 40.562425, Lng: -75.983372), Route carried "under" structure: Interstate 78, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 21,830 (year 2022), Truck Traffic: 33%, Features Intersected: SR 78 (LR 285), Facility Carried by Structure: SR 4035 N 4TH ST
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 35.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 45234, Location: HAMBURG (Lat: 40.560883, Lng: -75.987522), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 1,910 (year 1999), Truck Traffic: 1%, Features Intersected: PORT CLINTON AVE., Facility Carried by Structure: SR 78
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 45234, Location: HAMBURG (Lat: 40.560883, Lng: -75.987522), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 1,910 (year 1999), Truck Traffic: 1%, Features Intersected: PORT CLINTON AVE., Facility Carried by Structure: SR 78
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)