Bridge Statistics for Reading, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 1Before 1900
- 61910-1919
- 71920-1929
- 61930-1939
- 171950-1959
- 161960-1969
- 21970-1979
- 41980-1989
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 11950-1959
- 11960-1969
- 41970-1979
- 01980-1989
- 51990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 3.2%Very good
- 9.7%Good
- 41.9%Satisfactory
- 38.7%Fair
- 6.5%Poor
- Bridge Condition - Superstructure
- 3.1%Very good
- 15.6%Good
- 37.5%Satisfactory
- 37.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 18.8%Good
- 37.5%Satisfactory
- 34.4%Fair
- 9.4%Poor
- Bridge Condition - Channel
- 13.3%Good
- 26.7%Satisfactory
- 46.7%Fair
- 13.3%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 4735, Location: EXIT 10(3) PA. 724 (Lat: 40.298672, Lng: -75.900917), Route carried "on" structure: Interstate 176, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 11,200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12,811 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 724(LR 147)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.893, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $90,000, Total Project Cost: $414,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4735, Location: EXIT 10(3) PA. 724 (Lat: 40.298672, Lng: -75.900917), Route carried "on" structure: Interstate 176, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 11,200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12,811 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 724(LR 147)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.893, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $90,000, Total Project Cost: $414,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4737, Location: EXIT 10(3) PA. 724 (Lat: 40.298844, Lng: -75.901186), Route carried "on" structure: Interstate 176, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 10,976 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 14,093 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 724(LR 147)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.913, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $213,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4737, Location: EXIT 10(3) PA. 724 (Lat: 40.298844, Lng: -75.901186), Route carried "on" structure: Interstate 176, Year Built: 1962, Year Reconstructed: 1977, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 10,976 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 14,093 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 724(LR 147)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.913, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $213,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4741, Location: SCHUYLKILL AVE SB ONE-WAY (Lat: 40.342700, Lng: -75.938900), Route carried "on" structure: State highway 183, Year Built: 1916, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,400 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,244 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.507, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $111,000, Total Project Cost: $508,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4741, Location: SCHUYLKILL AVE SB ONE-WAY (Lat: 40.342700, Lng: -75.938900), Route carried "on" structure: State highway 183, Year Built: 1916, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,400 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,244 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.507, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $111,000, Total Project Cost: $508,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4742, Location: SCHUYLKILL AVE (Lat: 40.349889, Lng: -75.943417), Route carried "on" structure: State highway 183, Year Built: 1924, Year Reconstructed: 2015, Status: Open, Structure Length: 26.70m (87.60ft), Average Daily Traffic: 15,418 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 19,200 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIV;NSRC;ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.507, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 21, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: 21.10m (69.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $1,002,000, Total Project Cost: $4,593,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4742, Location: SCHUYLKILL AVE (Lat: 40.349889, Lng: -75.943417), Route carried "on" structure: State highway 183, Year Built: 1924, Year Reconstructed: 2015, Status: Open, Structure Length: 26.70m (87.60ft), Average Daily Traffic: 15,418 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 19,200 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIV;NSRC;ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.507, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 21, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: 21.10m (69.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $1,002,000, Total Project Cost: $4,593,000, 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: 4744, Location: SCHUYLKILL AVE. (Lat: 40.355978, Lng: -75.948781), Route carried "on" structure: State highway 183, Year Built: 1957, Year Reconstructed: 2005, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,380 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 15,870 (year 2032), Design Load: HS 20, Features Intersected: PA 12(LR 784& LR 06150)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.441, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $197,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4744, Location: SCHUYLKILL AVE. (Lat: 40.355978, Lng: -75.948781), Route carried "on" structure: State highway 183, Year Built: 1957, Year Reconstructed: 2005, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,380 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 15,870 (year 2032), Design Load: HS 20, Features Intersected: PA 12(LR 784& LR 06150)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.441, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $197,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4773, Location: US422 INTERCHANGE (Lat: 40.324122, Lng: -75.933597), Route carried "on" structure: US 422, Year Built: 1963, Year Reconstructed: 1977, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 33,526 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 44,567 (year 2032), Design Load: HS 20, Features Intersected: SR 3222(LR148)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.794, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4773, Location: US422 INTERCHANGE (Lat: 40.324122, Lng: -75.933597), Route carried "on" structure: US 422, Year Built: 1963, Year Reconstructed: 1977, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 33,526 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 44,567 (year 2032), Design Load: HS 20, Features Intersected: SR 3222(LR148)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.794, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4775, Location: READING BYPASS (Lat: 40.329847, Lng: -75.939364), Route carried "on" structure: US 422, Year Built: 1964, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 66,986 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 89,158 (year 2032), Design Load: HS 20, Features Intersected: WYOMISSING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.048, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
Structure Number: 4775, Location: READING BYPASS (Lat: 40.329847, Lng: -75.939364), Route carried "on" structure: US 422, Year Built: 1964, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 66,986 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 89,158 (year 2032), Design Load: HS 20, Features Intersected: WYOMISSING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.048, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
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Structure Number: 4781, Location: PA12-US222/422 INTERCHNGE (Lat: 40.358417, Lng: -75.944425), Route carried "on" structure: State highway 12, Year Built: 1951, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 66,640 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 79,095 (year 2032), Design Load: HS 20, Features Intersected: 222 SB,422 WB,CK,CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $378,000, Total Project Cost: $1,730,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4781, Location: PA12-US222/422 INTERCHNGE (Lat: 40.358417, Lng: -75.944425), Route carried "on" structure: State highway 12, Year Built: 1951, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 66,640 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 79,095 (year 2032), Design Load: HS 20, Features Intersected: 222 SB,422 WB,CK,CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $378,000, Total Project Cost: $1,730,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4782, Location: WARREN ST.BYPASS (Lat: 40.370861, Lng: -75.928675), Route carried "on" structure: State highway 12, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 60,964 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 75,753 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL R.;RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.728, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 71.3m (233.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.30m (79.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $550,000, Total Project Cost: $2,522,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4782, Location: WARREN ST.BYPASS (Lat: 40.370861, Lng: -75.928675), Route carried "on" structure: State highway 12, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 23.77m (77.99ft), Average Daily Traffic: 60,964 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 75,753 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL R.;RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.728, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 71.3m (233.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.30m (79.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $550,000, Total Project Cost: $2,522,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4784, Location: WARREN ST.BYPASS (Lat: 40.368556, Lng: -75.935414), Route carried "on" structure: State highway 12, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 61,665 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 67,138 (year 2032), Design Load: HS 20, Features Intersected: PRIVATE RDS(CAR-TECH.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.615, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $130,000, Total Project Cost: $595,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4784, Location: WARREN ST.BYPASS (Lat: 40.368556, Lng: -75.935414), Route carried "on" structure: State highway 12, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 61,665 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 67,138 (year 2032), Design Load: HS 20, Features Intersected: PRIVATE RDS(CAR-TECH.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.615, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $130,000, Total Project Cost: $595,000, 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: 4785, Location: PA61 INTERCHANGE (Lat: 40.369417, Lng: -75.932694), Route carried "on" structure: State highway 12, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 47,538 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 55,276 (year 2032), Design Load: HS 20, Features Intersected: SR 61(LR 160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.101, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 20.7m (67.9ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4785, Location: PA61 INTERCHANGE (Lat: 40.369417, Lng: -75.932694), Route carried "on" structure: State highway 12, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 47,538 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 55,276 (year 2032), Design Load: HS 20, Features Intersected: SR 61(LR 160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.101, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 20.7m (67.9ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $279,000, 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: 4851, Location: READING BYPASS (Lat: 40.313058, Lng: -75.921669), Route carried "on" structure: US 422, Year Built: 1963, Year Reconstructed: 1976, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: BRENTWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.907, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4851, Location: READING BYPASS (Lat: 40.313058, Lng: -75.921669), Route carried "on" structure: US 422, Year Built: 1963, Year Reconstructed: 1976, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: BRENTWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.907, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4852, Location: CITY LINE,READING BYPASS (Lat: 40.312389, Lng: -75.919753), Route carried "on" structure: US 422, Year Built: 1963, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.395, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.00m (72.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $774,000, Total Project Cost: $3,549,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 4852, Location: CITY LINE,READING BYPASS (Lat: 40.312389, Lng: -75.919753), Route carried "on" structure: US 422, Year Built: 1963, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.395, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.00m (72.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $774,000, Total Project Cost: $3,549,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 4853, Location: READING BYPASS (Lat: 40.309364, Lng: -75.908172), Route carried "on" structure: US 422, Year Built: 1963, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.518, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $91,000, Total Project Cost: $417,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4853, Location: READING BYPASS (Lat: 40.309364, Lng: -75.908172), Route carried "on" structure: US 422, Year Built: 1963, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.518, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $91,000, Total Project Cost: $417,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4854, Location: READING BYPASS (Lat: 40.308775, Lng: -75.905931), Route carried "on" structure: US 422, Year Built: 1963, Status: Open, Structure Length: 19.39m (63.62ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: SCHUY.RIVER,SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.518, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.00m (65.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: December 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,825,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 4854, Location: READING BYPASS (Lat: 40.308775, Lng: -75.905931), Route carried "on" structure: US 422, Year Built: 1963, Status: Open, Structure Length: 19.39m (63.62ft), Average Daily Traffic: 63,844 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 74,964 (year 2032), Design Load: HS 20, Features Intersected: SCHUY.RIVER,SERVICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.518, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.00m (65.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: December 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,825,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 5033, Location: 4TH ST (ONE-WAY SB) (Lat: 40.343817, Lng: -75.929589), Route carried "on" structure: State highway , Year Built: 1916, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,633 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 6,328 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: SR 2003 (LR 06220)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $373,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5033, Location: 4TH ST (ONE-WAY SB) (Lat: 40.343817, Lng: -75.929589), Route carried "on" structure: State highway , Year Built: 1916, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,633 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 6,328 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: SR 2003 (LR 06220)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $81,000, Total Project Cost: $373,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5035, Location: BINGAMAN ST BRIDGE (Lat: 40.326150, Lng: -75.932333), Route carried "on" structure: US 222B, Year Built: 1920, Year Reconstructed: 1966, Status: Open, Structure Length: 44.99m (147.60ft), Average Daily Traffic: 18,054 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 21,217 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 2005 (LR 148)
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.9 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 45.70m (149.93ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $2,019,000, Total Project Cost: $9,255,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5035, Location: BINGAMAN ST BRIDGE (Lat: 40.326150, Lng: -75.932333), Route carried "on" structure: US 222B, Year Built: 1920, Year Reconstructed: 1966, Status: Open, Structure Length: 44.99m (147.60ft), Average Daily Traffic: 18,054 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 21,217 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 2005 (LR 148)
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.9 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 45.70m (149.93ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $2,019,000, Total Project Cost: $9,255,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5036, Location: AT 61/222 BUS. SPLIT (Lat: 40.343647, Lng: -75.927606), Route carried "on" structure: Business US 222B, Year Built: 1936, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 8,573 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,506 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: US 222 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.338, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5036, Location: AT 61/222 BUS. SPLIT (Lat: 40.343647, Lng: -75.927606), Route carried "on" structure: Business US 222B, Year Built: 1936, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 8,573 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,506 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: US 222 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.338, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 504, Location: 7TH & WASHINGTON ST. (Lat: 40.336897, Lng: -75.924000), Route carried "on" structure: US 422B, Year Built: 1882, Year Reconstructed: 1964, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,380 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 13,296 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR, Facility Carried by Structure: WASHING. ST(06233)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.584, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.8 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $252,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 504, Location: 7TH & WASHINGTON ST. (Lat: 40.336897, Lng: -75.924000), Route carried "on" structure: US 422B, Year Built: 1882, Year Reconstructed: 1964, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,380 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 13,296 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR, Facility Carried by Structure: WASHING. ST(06233)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.584, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.8 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $252,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5048, Location: WALNUT ST EB ONE-WAY (Lat: 40.338297, Lng: -75.924197), Route carried "on" structure: State highway , Year Built: 1926, Year Reconstructed: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,768 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,120 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR, Facility Carried by Structure: SR 2012 (LR 06208)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $201,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5048, Location: WALNUT ST EB ONE-WAY (Lat: 40.338297, Lng: -75.924197), Route carried "on" structure: State highway , Year Built: 1926, Year Reconstructed: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,768 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,120 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK/SOUTHERN RR, Facility Carried by Structure: SR 2012 (LR 06208)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $44,000, Total Project Cost: $201,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5059, Location: LINDBERGH VIADUCT (Lat: 40.331347, Lng: -75.898969), Route carried "on" structure: Business US 422B, Year Built: 1927, Year Reconstructed: 2003, Status: Open, Structure Length: 17.16m (56.30ft), Average Daily Traffic: 9,810 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 13,859 (year 2032), Design Load: HS 25 or greater, Features Intersected: MINERAL SPRINGS CR.,STS., Facility Carried by Structure: US 422 BUS(LR 146)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.443, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 26.91m (88.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $2,466,000, Total Project Cost: $11,304,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5059, Location: LINDBERGH VIADUCT (Lat: 40.331347, Lng: -75.898969), Route carried "on" structure: Business US 422B, Year Built: 1927, Year Reconstructed: 2003, Status: Open, Structure Length: 17.16m (56.30ft), Average Daily Traffic: 9,810 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 13,859 (year 2032), Design Load: HS 25 or greater, Features Intersected: MINERAL SPRINGS CR.,STS., Facility Carried by Structure: US 422 BUS(LR 146)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.443, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 26.91m (88.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $2,466,000, Total Project Cost: $11,304,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5079, Location: PRICETOWN ROAD OVER 13TH (Lat: 40.370142, Lng: -75.911228), Route carried "on" structure: State highway 12, Year Built: 1980, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 24,070 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 26,679 (year 2032), Design Load: HS 20, Features Intersected: 13 TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.015, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5079, Location: PRICETOWN ROAD OVER 13TH (Lat: 40.370142, Lng: -75.911228), Route carried "on" structure: State highway 12, Year Built: 1980, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 24,070 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 26,679 (year 2032), Design Load: HS 20, Features Intersected: 13 TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.015, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 5083, Location: NORTH OF PRICETOWN ROAD (Lat: 40.376306, Lng: -75.899364), Route carried "on" structure: State highway 12, Year Built: 1978, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 11,977 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 13,244 (year 2032), Design Load: HS 20, Features Intersected: T-413(SPRING VALLEY RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.346, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5083, Location: NORTH OF PRICETOWN ROAD (Lat: 40.376306, Lng: -75.899364), Route carried "on" structure: State highway 12, Year Built: 1978, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 11,977 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 13,244 (year 2032), Design Load: HS 20, Features Intersected: T-413(SPRING VALLEY RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.346, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5137, Location: CENTRE AVE (Lat: 40.343600, Lng: -75.928700), Route carried "on" structure: State highway 61, Year Built: 1918, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,738 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 3,402 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR2087(LR 160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $270,000, Total Project Cost: $1,239,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5137, Location: CENTRE AVE (Lat: 40.343600, Lng: -75.928700), Route carried "on" structure: State highway 61, Year Built: 1918, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,738 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 3,402 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR2087(LR 160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $270,000, Total Project Cost: $1,239,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5221, Location: PENN ST BRIDGE (Lat: 40.335378, Lng: -75.936258), Route carried "on" structure: Business US 422B, Year Built: 1913, Year Reconstructed: 2020, Status: Open, Structure Length: 33.25m (109.09ft), Average Daily Traffic: 19,412 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 46,833 (year 2032), Design Load: HL 93, Features Intersected: SCH.RIVER;STREETS;NOR/FO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.162, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 9, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.70m (133.53ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: December 2019, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $1,158,000, Total Project Cost: $5,309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5221, Location: PENN ST BRIDGE (Lat: 40.335378, Lng: -75.936258), Route carried "on" structure: Business US 422B, Year Built: 1913, Year Reconstructed: 2020, Status: Open, Structure Length: 33.25m (109.09ft), Average Daily Traffic: 19,412 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 46,833 (year 2032), Design Load: HL 93, Features Intersected: SCH.RIVER;STREETS;NOR/FO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.162, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 9, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.70m (133.53ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: December 2019, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $1,158,000, Total Project Cost: $5,309,000, 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: 5308, Location: NW OF PA 724/I-176 INTER. (Lat: 40.302253, Lng: -75.905700), Route carried "on" structure: City street , Year Built: 1917, Year Reconstructed: 1952, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 1,086 (year 1985), Truck Traffic: 10%, Average Future Daily Traffic: 1,520 (year 2005), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: POPLAR NECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5308, Location: NW OF PA 724/I-176 INTER. (Lat: 40.302253, Lng: -75.905700), Route carried "on" structure: City street , Year Built: 1917, Year Reconstructed: 1952, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 1,086 (year 1985), Truck Traffic: 10%, Average Future Daily Traffic: 1,520 (year 2005), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: POPLAR NECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5483, Location: COURT ST.BRIDGE (Lat: 40.336206, Lng: -75.924011), Route carried "on" structure: ServiceCity street , Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,500 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2009), Design Load: HS 20, Features Intersected: NORFLOK SOTHERN RR, Facility Carried by Structure: COURT ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5483, Location: COURT ST.BRIDGE (Lat: 40.336206, Lng: -75.924011), Route carried "on" structure: ServiceCity street , Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,500 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2009), Design Load: HS 20, Features Intersected: NORFLOK SOTHERN RR, Facility Carried by Structure: COURT ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5485, Location: NEAR ALVERNIA COLLEGE (Lat: 40.314967, Lng: -75.933444), Route carried "on" structure: Business City street , Year Built: 1988, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2020), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: UPLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5485, Location: NEAR ALVERNIA COLLEGE (Lat: 40.314967, Lng: -75.933444), Route carried "on" structure: Business City street , Year Built: 1988, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2020), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: UPLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 5486, Location: NB PA 183 IN READING (Lat: 40.343067, Lng: -75.935458), Route carried "on" structure: Business City street 183, Year Built: 1986, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2020), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: FRONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5486, Location: NB PA 183 IN READING (Lat: 40.343067, Lng: -75.935458), Route carried "on" structure: Business City street 183, Year Built: 1986, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2020), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: FRONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 5487, Location: BUTTONWOOD ST. - READING (Lat: 40.339119, Lng: -75.943206), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 23.47m (77.00ft), Average Daily Traffic: 14,674 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,791 (year 2025), Design Load: HS 20, Features Intersected: SCH.R.,422,NSRC,RIV.RD., Facility Carried by Structure: BUTTONWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Inventory Rating: 61.7 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, Length Of Structure Improvement: 24.00m (78.74ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $759,000, Total Project Cost: $3,480,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5487, Location: BUTTONWOOD ST. - READING (Lat: 40.339119, Lng: -75.943206), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 23.47m (77.00ft), Average Daily Traffic: 14,674 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,791 (year 2025), Design Load: HS 20, Features Intersected: SCH.R.,422,NSRC,RIV.RD., Facility Carried by Structure: BUTTONWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Inventory Rating: 61.7 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, Length Of Structure Improvement: 24.00m (78.74ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $759,000, Total Project Cost: $3,480,000, 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: 5518, Location: CITY/BOROUGH LINE (Lat: 40.351128, Lng: -75.956872), Route carried "on" structure: State highway , Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 12,772 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 16,760 (year 2032), Design Load: HS 20, Features Intersected: TULPEHOCKEN CREEK;STREET, Facility Carried by Structure: RAMP SR 8042
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5518, Location: CITY/BOROUGH LINE (Lat: 40.351128, Lng: -75.956872), Route carried "on" structure: State highway , Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 12,772 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 16,760 (year 2032), Design Load: HS 20, Features Intersected: TULPEHOCKEN CREEK;STREET, Facility Carried by Structure: RAMP SR 8042
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, 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: 41578, Location: READING MUSEUM (Lat: 40.327350, Lng: -75.949775), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2030), Features Intersected: WYOMISSING CREEK, Facility Carried by Structure: MUSEUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 41578, Location: READING MUSEUM (Lat: 40.327350, Lng: -75.949775), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,000 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 5,000 (year 2030), Features Intersected: WYOMISSING CREEK, Facility Carried by Structure: MUSEUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 65.3 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 4194, Location: ANGELICA PARK (Lat: 40.310950, Lng: -75.924078), Route carried "on" structure: State highway 10, Year Built: 2003, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,301 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,869 (year 2032), Design Load: HS 25 or greater, Features Intersected: ANGELICA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4194, Location: ANGELICA PARK (Lat: 40.310950, Lng: -75.924078), Route carried "on" structure: State highway 10, Year Built: 2003, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,301 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,869 (year 2032), Design Load: HS 25 or greater, Features Intersected: ANGELICA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53607, Location: Angelica Park (Lat: 40.309406, Lng: -75.930875), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 610 (year 2038), Design Load: HS 25 or greater, Features Intersected: Angelica Creek, Facility Carried by Structure: St Bernadine St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 53607, Location: Angelica Park (Lat: 40.309406, Lng: -75.930875), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 610 (year 2038), Design Load: HS 25 or greater, Features Intersected: Angelica Creek, Facility Carried by Structure: St Bernadine St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 4735, Location: EXIT 10(3) PA. 724 (Lat: 40.298672, Lng: -75.900917), Route carried "under" structure: State highway 724, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 9,036 (year 2020), Truck Traffic: 11%, Features Intersected: PA 724(LR 147), Facility Carried by Structure: I-176 (LR 1011) NB
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 11.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 4735, Location: EXIT 10(3) PA. 724 (Lat: 40.298672, Lng: -75.900917), Route carried "under" structure: State highway 724, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 9,036 (year 2020), Truck Traffic: 11%, Features Intersected: PA 724(LR 147), Facility Carried by Structure: I-176 (LR 1011) NB
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 11.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 4737, Location: EXIT 10(3) PA. 724 (Lat: 40.298844, Lng: -75.901186), Route carried "under" structure: State highway 724, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 9,036 (year 2020), Truck Traffic: 11%, Features Intersected: PA 724(LR 147), Facility Carried by Structure: I-176 (LR 1011) SB
Minimum Vertical Clearance: 4.30m (14.11ft), Kilometerpoint: 11.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 4737, Location: EXIT 10(3) PA. 724 (Lat: 40.298844, Lng: -75.901186), Route carried "under" structure: State highway 724, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 9,036 (year 2020), Truck Traffic: 11%, Features Intersected: PA 724(LR 147), Facility Carried by Structure: I-176 (LR 1011) SB
Minimum Vertical Clearance: 4.30m (14.11ft), Kilometerpoint: 11.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 4742, Location: SCHUYLKILL AVE (Lat: 40.349889, Lng: -75.943417), Route carried "under" structure: City street , Year Built: 1924, Structure Length: 0. m, Average Daily Traffic: 700 (year 1994), Truck Traffic: 1%, Features Intersected: SCHUYLKILL RIV;NSRC;ROAD, Facility Carried by Structure: PA 183(LR 310)
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 4742, Location: SCHUYLKILL AVE (Lat: 40.349889, Lng: -75.943417), Route carried "under" structure: City street , Year Built: 1924, Structure Length: 0. m, Average Daily Traffic: 700 (year 1994), Truck Traffic: 1%, Features Intersected: SCHUYLKILL RIV;NSRC;ROAD, Facility Carried by Structure: PA 183(LR 310)
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 4744, Location: SCHUYLKILL AVE. (Lat: 40.355978, Lng: -75.948781), Route carried "under" structure: State highway 12, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 29,969 (year 2022), Truck Traffic: 4%, Features Intersected: PA 12(LR 784& LR 06150), Facility Carried by Structure: PA 183 (SR 310)
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.991, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 4744, Location: SCHUYLKILL AVE. (Lat: 40.355978, Lng: -75.948781), Route carried "under" structure: State highway 12, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 29,969 (year 2022), Truck Traffic: 4%, Features Intersected: PA 12(LR 784& LR 06150), Facility Carried by Structure: PA 183 (SR 310)
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.991, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 4744, Location: SCHUYLKILL AVE. (Lat: 40.355978, Lng: -75.948781), Route carried "under" structure: State highway 12, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 30,995 (year 2022), Truck Traffic: 4%, Features Intersected: PA 12(LR 784& LR 06150), Facility Carried by Structure: PA 183 (SR 310)
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.990, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 4744, Location: SCHUYLKILL AVE. (Lat: 40.355978, Lng: -75.948781), Route carried "under" structure: State highway 12, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 30,995 (year 2022), Truck Traffic: 4%, Features Intersected: PA 12(LR 784& LR 06150), Facility Carried by Structure: PA 183 (SR 310)
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.990, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)