Bridge Statistics for West Hamburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 79ft / 23.8mTotal length
- $1,967,000Total costs
- 166,889Total average daily traffic
- 46,257Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Hamburg
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 41950-1959
- 61960-1969
- 21980-1989
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 8.3%Very good
- 16.7%Good
- 33.3%Satisfactory
- 41.7%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 8.3%Good
- 33.3%Satisfactory
- 41.7%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 25.0%Good
- 41.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 25.0%Poor
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Structure Number: 4607, Location: I-78/PA 61 INTERCHANGE (Lat: 40.557044, Lng: -75.998075), Route carried "on" structure: State highway 61, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 21,448 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 29,844 (year 2032), Design Load: HS 20, Features Intersected: I-78 (LR 285)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.385, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $92,000, Total Project Cost: $421,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4607, Location: I-78/PA 61 INTERCHANGE (Lat: 40.557044, Lng: -75.998075), Route carried "on" structure: State highway 61, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 21,448 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 29,844 (year 2032), Design Load: HS 20, Features Intersected: I-78 (LR 285)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.385, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $92,000, Total Project Cost: $421,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4609, Location: 1.5 MI N OF HAMBURG (Lat: 40.571347, Lng: -76.015250), Route carried "on" structure: State highway 61, Year Built: 1952, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 21,448 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 29,844 (year 2032), Design Load: HS 20+Mod, Features Intersected: BARTRAM TR (RAIL-TRAILS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.840, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $103,000, Total Project Cost: $473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4609, Location: 1.5 MI N OF HAMBURG (Lat: 40.571347, Lng: -76.015250), Route carried "on" structure: State highway 61, Year Built: 1952, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 21,448 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 29,844 (year 2032), Design Load: HS 20+Mod, Features Intersected: BARTRAM TR (RAIL-TRAILS)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.840, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $103,000, Total Project Cost: $473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4655, Location: 1.5 MI.W.OF HAMBURG (Lat: 40.545883, Lng: -76.027608), Route carried "on" structure: Interstate 78, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 35,468 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 44,209 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP.RD 742 ACADEMY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.851, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4655, Location: 1.5 MI.W.OF HAMBURG (Lat: 40.545883, Lng: -76.027608), Route carried "on" structure: Interstate 78, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 35,468 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 44,209 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP.RD 742 ACADEMY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.851, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4657, Location: 1 MI.W.OF HAMBURG (Lat: 40.549806, Lng: -76.016617), Route carried "on" structure: Interstate 78, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 35,468 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 44,209 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP.RD 558(PINE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.462, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $248,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4657, Location: 1 MI.W.OF HAMBURG (Lat: 40.549806, Lng: -76.016617), Route carried "on" structure: Interstate 78, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 35,468 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 44,209 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP.RD 558(PINE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.462, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $248,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 527, Location: ST.MICHAELS ROAD (Lat: 40.525886, Lng: -76.039642), Route carried "on" structure: Spur State highway , Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,847 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,939 (year 2032), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 4028(LR06032SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.063, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $84,000, Total Project Cost: $386,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 527, Location: ST.MICHAELS ROAD (Lat: 40.525886, Lng: -76.039642), Route carried "on" structure: Spur State highway , Year Built: 1987, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,847 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,939 (year 2032), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 4028(LR06032SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.063, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $84,000, Total Project Cost: $386,000, 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: 5272, Location: HEX HWY NEAR WILLOW ROAD (Lat: 40.532883, Lng: -76.027331), Route carried "on" structure: Spur State highway , Year Built: 1932, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,290 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,939 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO MILL CREEK, Facility Carried by Structure: SR 4028(LR06032SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.485, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $252,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5272, Location: HEX HWY NEAR WILLOW ROAD (Lat: 40.532883, Lng: -76.027331), Route carried "on" structure: Spur State highway , Year Built: 1932, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,290 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,939 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO MILL CREEK, Facility Carried by Structure: SR 4028(LR06032SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.485, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $252,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5273, Location: HEX HWY.NEAR PINE ROAD (Lat: 40.540261, Lng: -76.012181), Route carried "on" structure: Spur State highway , Year Built: 1932, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,290 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,939 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO MILL CREEK, Facility Carried by Structure: SR 4028(LR06032SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.458, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5273, Location: HEX HWY.NEAR PINE ROAD (Lat: 40.540261, Lng: -76.012181), Route carried "on" structure: Spur State highway , Year Built: 1932, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,290 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,939 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO MILL CREEK, Facility Carried by Structure: SR 4028(LR06032SP)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.458, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5461, Location: EAST OF JALAPPA (Lat: 40.529422, Lng: -76.023500), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 100 (year 2023), Design Load: HS 20, Features Intersected: NO. BRANCH MILL CREEK, Facility Carried by Structure: CHEESE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5461, Location: EAST OF JALAPPA (Lat: 40.529422, Lng: -76.023500), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 100 (year 2023), Design Load: HS 20, Features Intersected: NO. BRANCH MILL CREEK, Facility Carried by Structure: CHEESE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5462, Location: NW OF BERNE (Lat: 40.532997, Lng: -76.009578), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 442 (year 2030), Design Load: HS 20, Features Intersected: HASSLER RUN, Facility Carried by Structure: CHEESE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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
Structure Number: 5462, Location: NW OF BERNE (Lat: 40.532997, Lng: -76.009578), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 200 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 442 (year 2030), Design Load: HS 20, Features Intersected: HASSLER RUN, Facility Carried by Structure: CHEESE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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
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Structure Number: 5463, Location: WEST OF PINE ROAD (Lat: 40.545947, Lng: -76.015925), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 100 (year 2023), Design Load: HS 20, Features Intersected: HASSLER RUN, Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5463, Location: WEST OF PINE ROAD (Lat: 40.545947, Lng: -76.015925), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 100 (year 2023), Design Load: HS 20, Features Intersected: HASSLER RUN, Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5464, Location: 0.6 MI. WEST OF JALAPPA (Lat: 40.525706, Lng: -76.046908), Route carried "on" structure: State highway , Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,822 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2019), Design Load: HS 20, Features Intersected: WOLFE RUN, Facility Carried by Structure: HEX HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.728, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $27,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5464, Location: 0.6 MI. WEST OF JALAPPA (Lat: 40.525706, Lng: -76.046908), Route carried "on" structure: State highway , Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,822 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2019), Design Load: HS 20, Features Intersected: WOLFE RUN, Facility Carried by Structure: HEX HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.728, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $27,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52414, Location: 1.3 Mi. W. of SR 61 (Lat: 40.522142, Lng: -75.997886), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 1,202 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,235 (year 2025), Design Load: HL 93, Features Intersected: Schuylkill River, Facility Carried by Structure: Fisher Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), 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: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52414, Location: 1.3 Mi. W. of SR 61 (Lat: 40.522142, Lng: -75.997886), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 1,202 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,235 (year 2025), Design Load: HL 93, Features Intersected: Schuylkill River, Facility Carried by Structure: Fisher Dam Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), 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: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 4607, Location: I-78/PA 61 INTERCHANGE (Lat: 40.557044, Lng: -75.998075), Route carried "under" structure: Interstate 78, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,830 (year 2022), Truck Traffic: 33%, Features Intersected: I-78 (LR 285), Facility Carried by Structure: PA 61 (LR 160)
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 34.075, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 4607, Location: I-78/PA 61 INTERCHANGE (Lat: 40.557044, Lng: -75.998075), Route carried "under" structure: Interstate 78, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,830 (year 2022), Truck Traffic: 33%, Features Intersected: I-78 (LR 285), Facility Carried by Structure: PA 61 (LR 160)
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 34.075, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 4607, Location: I-78/PA 61 INTERCHANGE (Lat: 40.557044, Lng: -75.998075), Route carried "under" structure: Interstate 78, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 18,026 (year 2022), Truck Traffic: 35%, Features Intersected: I-78 (LR 285), Facility Carried by Structure: PA 61 (LR 160)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 34.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 4607, Location: I-78/PA 61 INTERCHANGE (Lat: 40.557044, Lng: -75.998075), Route carried "under" structure: Interstate 78, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 18,026 (year 2022), Truck Traffic: 35%, Features Intersected: I-78 (LR 285), Facility Carried by Structure: PA 61 (LR 160)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 34.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 4655, Location: 1.5 MI.W.OF HAMBURG (Lat: 40.545883, Lng: -76.027608), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP.RD 742 ACADEMY RD., Facility Carried by Structure: SR 78 (LR 141)
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 4655, Location: 1.5 MI.W.OF HAMBURG (Lat: 40.545883, Lng: -76.027608), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP.RD 742 ACADEMY RD., Facility Carried by Structure: SR 78 (LR 141)
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 4657, Location: 1 MI.W.OF HAMBURG (Lat: 40.549806, Lng: -76.016617), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP.RD 558(PINE ROAD), Facility Carried by Structure: SR 78 (LR 141)
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 4657, Location: 1 MI.W.OF HAMBURG (Lat: 40.549806, Lng: -76.016617), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP.RD 558(PINE ROAD), Facility Carried by Structure: SR 78 (LR 141)
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.8m (32.2ft)