Bridge Statistics for Pottstown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 725ft / 221mTotal length
- $16,472,000Total costs
- 368,097Total average daily traffic
- 28,372Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pottstown
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 131950-1959
- 51960-1969
- 41970-1979
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 21970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 22.7%Very good
- 9.1%Good
- 31.8%Satisfactory
- 13.6%Fair
- 13.6%Poor
- 9.1%Serious
- Bridge Condition - Superstructure
- 4.5%Excellent
- 13.6%Very good
- 9.1%Good
- 18.2%Satisfactory
- 27.3%Fair
- 13.6%Poor
- 9.1%Serious
- 4.5%Imminent failure
- Bridge Condition - Substructure
- 4.5%Very good
- 18.2%Good
- 18.2%Satisfactory
- 50.0%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 8.3%Good
- 8.3%Satisfactory
- 33.3%Fair
- 50.0%Poor
- Bridge Condition - Culverts
- 50.0%Fair
- 50.0%Poor
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Structure Number: 273, Location: DIAMOND TO BL. OF ALLIES (Lat: 40.437178, Lng: -79.995142), Route carried "on" structure: Ramp State highway , Year Built: 1962, Year Reconstructed: 2012, Status: Open, Structure Length: 34.14m (112.01ft), Average Daily Traffic: 14,083 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 19,998 (year 2032), Design Load: HS 20, Features Intersected: SR 3069 EB WB, Facility Carried by Structure: RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.5m (24.6ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 34.70m (113.85ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $315,000, Total Project Cost: $4,923,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 273, Location: DIAMOND TO BL. OF ALLIES (Lat: 40.437178, Lng: -79.995142), Route carried "on" structure: Ramp State highway , Year Built: 1962, Year Reconstructed: 2012, Status: Open, Structure Length: 34.14m (112.01ft), Average Daily Traffic: 14,083 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 19,998 (year 2032), Design Load: HS 20, Features Intersected: SR 3069 EB WB, Facility Carried by Structure: RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.5m (24.6ft)
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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 34.70m (113.85ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $315,000, Total Project Cost: $4,923,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 27296, Location: N. OF 422 11D11/3138E2 (Lat: 40.242497, Lng: -75.659478), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 2012, Status: Open, Structure Length: 24.90m (81.69ft), Average Daily Traffic: 27,787 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 36,018 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIV./RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.40m (83.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $1,252,000, Total Project Cost: $5,739,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27296, Location: N. OF 422 11D11/3138E2 (Lat: 40.242497, Lng: -75.659478), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 2012, Status: Open, Structure Length: 24.90m (81.69ft), Average Daily Traffic: 27,787 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 36,018 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIV./RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.40m (83.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $1,252,000, Total Project Cost: $5,739,000, 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: 27297, Location: POTTSTOWN 11D11/3138E1 (Lat: 40.245275, Lng: -75.660278), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 1982, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 27,787 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 36,018 (year 2032), Design Load: HS 20, Features Intersected: KEYSTONE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), 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: 27297, Location: POTTSTOWN 11D11/3138E1 (Lat: 40.245275, Lng: -75.660278), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 1982, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 27,787 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 36,018 (year 2032), Design Load: HS 20, Features Intersected: KEYSTONE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), 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: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 1982, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 27,787 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 36,018 (year 2032), Design Load: HS 20, Features Intersected: HIGH ST., NORFOLK SOUTH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.80m (48.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $129,000, Total Project Cost: $593,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 1982, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 27,787 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 36,018 (year 2032), Design Load: HS 20, Features Intersected: HIGH ST., NORFOLK SOUTH.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.80m (48.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $129,000, Total Project Cost: $593,000, 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: 27299, Location: POTTSTOWN 11D9/3026E10 (Lat: 40.255508, Lng: -75.658067), Route carried "on" structure: State highway 100, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 23,150 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 35,336 (year 2032), Design Load: HS 20, Features Intersected: MANATAWNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.866, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27299, Location: POTTSTOWN 11D9/3026E10 (Lat: 40.255508, Lng: -75.658067), Route carried "on" structure: State highway 100, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 23,150 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 35,336 (year 2032), Design Load: HS 20, Features Intersected: MANATAWNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.866, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 273, Location: POTTSTOWN 11D8/3026E9 (Lat: 40.257650, Lng: -75.656208), Route carried "on" structure: State highway 100, Year Built: 1958, Year Reconstructed: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 23,150 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 35,336 (year 2032), Design Load: HS 20, Features Intersected: MANATAWNY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.938, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $76,000, Total Project Cost: $349,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 273, Location: POTTSTOWN 11D8/3026E9 (Lat: 40.257650, Lng: -75.656208), Route carried "on" structure: State highway 100, Year Built: 1958, Year Reconstructed: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 23,150 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 35,336 (year 2032), Design Load: HS 20, Features Intersected: MANATAWNY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.938, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $76,000, Total Project Cost: $349,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 27508, Location: POTTSTOWN 11D10/3138F1 (Lat: 40.247381, Lng: -75.655592), Route carried "on" structure: State highway 663, Year Built: 1957, Status: Closed, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 7,065 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,716 (year 2032), Design Load: HS 20, Features Intersected: MANATAWNY CREEK, Facility Carried by Structure: WEST KING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.50m (18.04ft), 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: $180,000, Roadway Improvement Cost: $531,000, Total Project Cost: $2,432,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27508, Location: POTTSTOWN 11D10/3138F1 (Lat: 40.247381, Lng: -75.655592), Route carried "on" structure: State highway 663, Year Built: 1957, Status: Closed, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 7,065 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,716 (year 2032), Design Load: HS 20, Features Intersected: MANATAWNY CREEK, Facility Carried by Structure: WEST KING STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.50m (18.04ft), 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: $180,000, Roadway Improvement Cost: $531,000, Total Project Cost: $2,432,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27858, Location: POTTSTOWN 11D10/3138F1 (Lat: 40.248578, Lng: -75.654725), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,074 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,537 (year 2032), Design Load: H 20, Features Intersected: BR. MANATAWNY CREEK, Facility Carried by Structure: MANATAWNY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27858, Location: POTTSTOWN 11D10/3138F1 (Lat: 40.248578, Lng: -75.654725), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,074 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,537 (year 2032), Design Load: H 20, Features Intersected: BR. MANATAWNY CREEK, Facility Carried by Structure: MANATAWNY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2786, Location: POTTSTOWN 11E11/3138F2 (Lat: 40.242014, Lng: -75.651153), Route carried "on" structure: Spur State highway , Year Built: 1975, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 8,208 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 11,411 (year 2032), Design Load: H 20, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.50m (37.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2786, Location: POTTSTOWN 11E11/3138F2 (Lat: 40.242014, Lng: -75.651153), Route carried "on" structure: Spur State highway , Year Built: 1975, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 8,208 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 11,411 (year 2032), Design Load: H 20, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.50m (37.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27901, Location: MADISON BRIDGE 3138J3 (Lat: 40.234297, Lng: -75.634500), Route carried "on" structure: City street , Year Built: 1935, Status: Closed, Structure Length: 22.83m (74.90ft), Average Daily Traffic: 8,408 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,280 (year 2021), Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: KEIM STREET
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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 8, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Poor, Channel: Poor, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 24.40m (80.05ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2019, Critical Feature Inspection Date: August 2019, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $177,000, Total Project Cost: $811,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27901, Location: MADISON BRIDGE 3138J3 (Lat: 40.234297, Lng: -75.634500), Route carried "on" structure: City street , Year Built: 1935, Status: Closed, Structure Length: 22.83m (74.90ft), Average Daily Traffic: 8,408 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,280 (year 2021), Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: KEIM STREET
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), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 8, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Poor, Channel: Poor, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 24.40m (80.05ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2019, Critical Feature Inspection Date: August 2019, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $177,000, Total Project Cost: $811,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2823, Location: 1 Mi E PA-100 3138-G1 (Lat: 40.244197, Lng: -75.647800), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,500 (year 1993), Average Future Daily Traffic: 2,100 (year 2013), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: CHARLOTTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.6 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2823, Location: 1 Mi E PA-100 3138-G1 (Lat: 40.244197, Lng: -75.647800), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,500 (year 1993), Average Future Daily Traffic: 2,100 (year 2013), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: CHARLOTTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.6 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28231, Location: 1.1 Mi E PA-100 3138-G1 (Lat: 40.243997, Lng: -75.646197), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,500 (year 1989), Average Future Daily Traffic: 2,100 (year 2009), Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: EVANS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28231, Location: 1.1 Mi E PA-100 3138-G1 (Lat: 40.243997, Lng: -75.646197), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,500 (year 1989), Average Future Daily Traffic: 2,100 (year 2009), Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: EVANS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28232, Location: 325' S of High St 3138-G2 (Lat: 40.243800, Lng: -75.644497), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 750 (year 1991), Average Future Daily Traffic: 1,050 (year 2016), Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $114,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28232, Location: 325' S of High St 3138-G2 (Lat: 40.243800, Lng: -75.644497), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 750 (year 1991), Average Future Daily Traffic: 1,050 (year 2016), Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $114,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28233, Location: 400' S of High St 3138-H2 (Lat: 40.243400, Lng: -75.642397), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1950, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 100 (year 1990), Average Future Daily Traffic: 140 (year 2015), Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $144,000, Total Project Cost: $660,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28233, Location: 400' S of High St 3138-H2 (Lat: 40.243400, Lng: -75.642397), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1950, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 100 (year 1990), Average Future Daily Traffic: 140 (year 2015), Features Intersected: NORFOLK SOUTHERN (HSB), Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $144,000, Total Project Cost: $660,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28298, Location: RAMP SB 100 11C10/3138E1 (Lat: 40.247603, Lng: -75.661336), Route carried "on" structure: Ramp State highway , Year Built: 1954, Status: Open, Structure Length: 18.07m (59.28ft), Average Daily Traffic: 1,937 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,665 (year 2032), Design Load: HS 20, Features Intersected: PRIVATE ROAD, Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State 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: 6, Number Of Approach Spans: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.80m (61.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $59,000, Total Project Cost: $271,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28298, Location: RAMP SB 100 11C10/3138E1 (Lat: 40.247603, Lng: -75.661336), Route carried "on" structure: Ramp State highway , Year Built: 1954, Status: Open, Structure Length: 18.07m (59.28ft), Average Daily Traffic: 1,937 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,665 (year 2032), Design Load: HS 20, Features Intersected: PRIVATE ROAD, Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State 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: 6, Number Of Approach Spans: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.80m (61.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $59,000, Total Project Cost: $271,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40672, Location: 3139-A3 (Lat: 40.237200, Lng: -75.623400), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2037), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: MOSER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 40672, Location: 3139-A3 (Lat: 40.237200, Lng: -75.623400), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2037), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: MOSER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40673, Location: 2.31MI N OFSR0100 3026-E8 (Lat: 40.262408, Lng: -75.661264), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,500 (year 2038), Design Load: HS 20, Features Intersected: MANATAWNY CR; E BERKS RR, Facility Carried by Structure: GLASGOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 40673, Location: 2.31MI N OFSR0100 3026-E8 (Lat: 40.262408, Lng: -75.661264), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 4,250 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,500 (year 2038), Design Load: HS 20, Features Intersected: MANATAWNY CR; E BERKS RR, Facility Carried by Structure: GLASGOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 46446, Location: .1 MI. E. PA-100 3138E01 (Lat: 40.246461, Lng: -75.656158), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,757 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,674 (year 2032), Design Load: HL 93, Features Intersected: MANATAWNY CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.907, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46446, Location: .1 MI. E. PA-100 3138E01 (Lat: 40.246461, Lng: -75.656158), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,757 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,674 (year 2032), Design Load: HL 93, Features Intersected: MANATAWNY CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.907, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48746, Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569, Lng: -75.616969), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 8,326 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 23,413 (year 2032), Design Load: HL 93, Features Intersected: POTTSTOWN BY-PASS, Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.0 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: 43.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48746, Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569, Lng: -75.616969), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 8,326 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 23,413 (year 2032), Design Load: HL 93, Features Intersected: POTTSTOWN BY-PASS, Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.0 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: 43.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54571, Location: 3/4 MILE W. PA-100 3138B2 (Lat: 40.243056, Lng: -75.676111), Route carried "on" structure: US 422, Year Built: 2017, Status: Open, Structure Length: 28.22m (92.59ft), Average Daily Traffic: 33,114 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 44,503 (year 2032), Design Load: HL 93, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 48.3 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: 37.3 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54571, Location: 3/4 MILE W. PA-100 3138B2 (Lat: 40.243056, Lng: -75.676111), Route carried "on" structure: US 422, Year Built: 2017, Status: Open, Structure Length: 28.22m (92.59ft), Average Daily Traffic: 33,114 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 44,503 (year 2032), Design Load: HL 93, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 48.3 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: 37.3 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: April 2018, 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: 56725, Location: 1 MI. N. US422 3026G10 (Lat: 40.252047, Lng: -75.647542), Route carried "on" structure: State highway , Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,393 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,574 (year 2032), Design Load: H 15, Features Intersected: STORM SEWER, Facility Carried by Structure: N HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 36.3 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021
Structure Number: 56725, Location: 1 MI. N. US422 3026G10 (Lat: 40.252047, Lng: -75.647542), Route carried "on" structure: State highway , Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,393 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,574 (year 2032), Design Load: H 15, Features Intersected: STORM SEWER, Facility Carried by Structure: N HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 36.3 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021
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Structure Number: 5675, Location: L POTTSGROVE 11K12/3139B3 (Lat: 40.234956, Lng: -75.615028), Route carried "on" structure: US 422, Year Built: 2019, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 50,793 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 65,079 (year 2032), Design Load: HL 93, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.990, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 46.6m (152.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5675, Location: L POTTSGROVE 11K12/3139B3 (Lat: 40.234956, Lng: -75.615028), Route carried "on" structure: US 422, Year Built: 2019, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 50,793 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 65,079 (year 2032), Design Load: HL 93, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.990, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 46.6m (152.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 57159, Location: W OF FARMINGTON AVE (Lat: 40.261194, Lng: -75.644306), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MANATAWNY CREEK, Facility Carried by Structure: WILSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: November 2019
Structure Number: 57159, Location: W OF FARMINGTON AVE (Lat: 40.261194, Lng: -75.644306), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MANATAWNY CREEK, Facility Carried by Structure: WILSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: November 2019
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Structure Number: 5716, Location: E OF KEYSTONE DR (Lat: 40.244806, Lng: -75.657611), Route carried "on" structure: City street 50, Year Built: 1970, Status: Posted for load, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2039), Design Load: H 20, Features Intersected: MANATAWNY CREEK, Facility Carried by Structure: COLLEGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2019, Other Special Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5716, Location: E OF KEYSTONE DR (Lat: 40.244806, Lng: -75.657611), Route carried "on" structure: City street 50, Year Built: 1970, Status: Posted for load, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2039), Design Load: H 20, Features Intersected: MANATAWNY CREEK, Facility Carried by Structure: COLLEGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2019, Other Special Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27296, Location: N. OF 422 11D11/3138E2 (Lat: 40.242497, Lng: -75.659478), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 7%, Features Intersected: SCHUYLKILL RIV./RIVER RD, Facility Carried by Structure: TRAFFIC ROUTE 100
Minimum Vertical Clearance: 4.04m (13.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 56.4m (185.0ft)
Structure Number: 27296, Location: N. OF 422 11D11/3138E2 (Lat: 40.242497, Lng: -75.659478), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 7%, Features Intersected: SCHUYLKILL RIV./RIVER RD, Facility Carried by Structure: TRAFFIC ROUTE 100
Minimum Vertical Clearance: 4.04m (13.25ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 56.4m (185.0ft)
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Structure Number: 27297, Location: POTTSTOWN 11D11/3138E1 (Lat: 40.245275, Lng: -75.660278), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 500 (year 2005), Truck Traffic: 7%, Features Intersected: KEYSTONE BOULEVARD, Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 27297, Location: POTTSTOWN 11D11/3138E1 (Lat: 40.245275, Lng: -75.660278), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 500 (year 2005), Truck Traffic: 7%, Features Intersected: KEYSTONE BOULEVARD, Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 7,291 (year 2020), Truck Traffic: 10%, Features Intersected: HIGH ST., NORFOLK SOUTH., Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 9.22m (30.25ft), Kilometerpoint: 26.686, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 7,291 (year 2020), Truck Traffic: 10%, Features Intersected: HIGH ST., NORFOLK SOUTH., Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 9.22m (30.25ft), Kilometerpoint: 26.686, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "under" structure: Ramp State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 1,206 (year 2022), Truck Traffic: 7%, Features Intersected: HIGH ST., NORFOLK SOUTH., Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "under" structure: Ramp State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 1,206 (year 2022), Truck Traffic: 7%, Features Intersected: HIGH ST., NORFOLK SOUTH., Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 6,763 (year 2020), Truck Traffic: 12%, Features Intersected: HIGH ST., NORFOLK SOUTH., Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 9.30m (30.51ft), Kilometerpoint: 26.686, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 27298, Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686, Lng: -75.660942), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 6,763 (year 2020), Truck Traffic: 12%, Features Intersected: HIGH ST., NORFOLK SOUTH., Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 9.30m (30.51ft), Kilometerpoint: 26.686, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 273, Location: POTTSTOWN 11D8/3026E9 (Lat: 40.257650, Lng: -75.656208), Route carried "under" structure: State highway , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 2,125 (year 2022), Truck Traffic: 5%, Features Intersected: MANATAWNY STREET, Facility Carried by Structure: TRAFFIC ROUTE 100
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.735, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 273, Location: POTTSTOWN 11D8/3026E9 (Lat: 40.257650, Lng: -75.656208), Route carried "under" structure: State highway , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 2,125 (year 2022), Truck Traffic: 5%, Features Intersected: MANATAWNY STREET, Facility Carried by Structure: TRAFFIC ROUTE 100
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.735, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 48746, Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569, Lng: -75.616969), Route carried "under" structure: US 422, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 25,400 (year 2021), Truck Traffic: 4%, Features Intersected: POTTSTOWN BY-PASS, Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.942, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 48746, Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569, Lng: -75.616969), Route carried "under" structure: US 422, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 25,400 (year 2021), Truck Traffic: 4%, Features Intersected: POTTSTOWN BY-PASS, Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.942, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 48746, Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569, Lng: -75.616969), Route carried "under" structure: US 422, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 25,393 (year 2021), Truck Traffic: 4%, Features Intersected: POTTSTOWN BY-PASS, Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.942, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 48746, Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569, Lng: -75.616969), Route carried "under" structure: US 422, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 25,393 (year 2021), Truck Traffic: 4%, Features Intersected: POTTSTOWN BY-PASS, Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.942, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)