Bridge Statistics for Pottstown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 273,  Location: DIAMOND TO BL. OF ALLIES (Lat: 40.437178,  Lng: -79.995142),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 34.14m (112.01ft),  Average Daily Traffic: 14,083 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,998 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3069 EB WB,  Facility Carried by Structure: RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 34.70m (113.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $4,923,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 27296,  Location: N. OF 422 11D11/3138E2 (Lat: 40.242497,  Lng: -75.659478),  Route carried "on" structure: State highway 100,  Year Built: 1954,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 24.90m (81.69ft),  Average Daily Traffic: 27,787 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,018 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL RIV./RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.40m (83.33ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $425,000,  Roadway Improvement Cost: $1,252,000,  Total Project Cost: $5,739,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27297,  Location: POTTSTOWN 11D11/3138E1 (Lat: 40.245275,  Lng: -75.660278),  Route carried "on" structure: State highway 100,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 27,787 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,018 (year 2032),  Design Load: HS 20,  Features Intersected: KEYSTONE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27298,  Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686,  Lng: -75.660942),  Route carried "on" structure: State highway 100,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 27,787 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,018 (year 2032),  Design Load: HS 20,  Features Intersected: HIGH ST., NORFOLK SOUTH.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.80m (48.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $593,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27299,  Location: POTTSTOWN 11D9/3026E10 (Lat: 40.255508,  Lng: -75.658067),  Route carried "on" structure: State highway 100,  Year Built: 1958,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 23,150 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,336 (year 2032),  Design Load: HS 20,  Features Intersected: MANATAWNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.866,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 273,  Location: POTTSTOWN 11D8/3026E9 (Lat: 40.257650,  Lng: -75.656208),  Route carried "on" structure: State highway 100,  Year Built: 1958,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 23,150 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,336 (year 2032),  Design Load: HS 20,  Features Intersected: MANATAWNY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.938,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $349,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 27508,  Location: POTTSTOWN 11D10/3138F1 (Lat: 40.247381,  Lng: -75.655592),  Route carried "on" structure: State highway 663,  Year Built: 1957,  Status: Closed,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 7,065 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,716 (year 2032),  Design Load: HS 20,  Features Intersected: MANATAWNY CREEK,  Facility Carried by Structure: WEST KING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $531,000,  Total Project Cost: $2,432,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27858,  Location: POTTSTOWN 11D10/3138F1 (Lat: 40.248578,  Lng: -75.654725),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,074 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,537 (year 2032),  Design Load: H 20,  Features Intersected: BR. MANATAWNY CREEK,  Facility Carried by Structure: MANATAWNY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2786,  Location: POTTSTOWN 11E11/3138F2 (Lat: 40.242014,  Lng: -75.651153),  Route carried "on" structure: Spur State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 8,208 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,411 (year 2032),  Design Load: H 20,  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.50m (37.73ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 27901,  Location: MADISON BRIDGE 3138J3 (Lat: 40.234297,  Lng: -75.634500),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Closed,  Structure Length: 22.83m (74.90ft),  Average Daily Traffic: 8,408 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,280 (year 2021),  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: KEIM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Imminent failure,  Substructure: Poor,  Channel: Poor,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 24.40m (80.05ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Critical Feature Inspection Date: August 2019,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $811,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2823,  Location: 1 Mi E PA-100 3138-G1 (Lat: 40.244197,  Lng: -75.647800),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,500 (year 1993),  Average Future Daily Traffic: 2,100 (year 2013),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN (HSB),  Facility Carried by Structure: CHARLOTTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28231,  Location: 1.1 Mi E PA-100 3138-G1 (Lat: 40.243997,  Lng: -75.646197),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,500 (year 1989),  Average Future Daily Traffic: 2,100 (year 2009),  Features Intersected: NORFOLK SOUTHERN (HSB),  Facility Carried by Structure: EVANS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $123,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28232,  Location: 325' S of High St 3138-G2 (Lat: 40.243800,  Lng: -75.644497),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 750 (year 1991),  Average Future Daily Traffic: 1,050 (year 2016),  Features Intersected: NORFOLK SOUTHERN (HSB),  Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $523,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28233,  Location: 400' S of High St 3138-H2 (Lat: 40.243400,  Lng: -75.642397),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 100 (year 1990),  Average Future Daily Traffic: 140 (year 2015),  Features Intersected: NORFOLK SOUTHERN (HSB),  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $660,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28298,  Location: RAMP SB 100 11C10/3138E1 (Lat: 40.247603,  Lng: -75.661336),  Route carried "on" structure: Ramp State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 1,937 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,665 (year 2032),  Design Load: HS 20,  Features Intersected: PRIVATE ROAD,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.80m (61.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $271,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40672,  Location: 3139-A3 (Lat: 40.237200,  Lng: -75.623400),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2037),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: MOSER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40673,  Location: 2.31MI N OFSR0100 3026-E8 (Lat: 40.262408,  Lng: -75.661264),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 4,250 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,500 (year 2038),  Design Load: HS 20,  Features Intersected: MANATAWNY CR; E BERKS RR,  Facility Carried by Structure: GLASGOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 46446,  Location: .1 MI. E. PA-100 3138E01 (Lat: 40.246461,  Lng: -75.656158),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,757 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,674 (year 2032),  Design Load: HL 93,  Features Intersected: MANATAWNY CREEK,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.907,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48746,  Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569,  Lng: -75.616969),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 8,326 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,413 (year 2032),  Design Load: HL 93,  Features Intersected: POTTSTOWN BY-PASS,  Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54571,  Location: 3/4 MILE W. PA-100 3138B2 (Lat: 40.243056,  Lng: -75.676111),  Route carried "on" structure: US 422,  Year Built: 2017,  Status: Open,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 33,114 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,503 (year 2032),  Design Load: HL 93,  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.233,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56725,  Location: 1 MI. N. US422 3026G10 (Lat: 40.252047,  Lng: -75.647542),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,393 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,574 (year 2032),  Design Load: H 15,  Features Intersected: STORM SEWER,  Facility Carried by Structure: N HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.995,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021

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Structure Number: 5675,  Location: L POTTSGROVE 11K12/3139B3 (Lat: 40.234956,  Lng: -75.615028),  Route carried "on" structure: US 422,  Year Built: 2019,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 50,793 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,079 (year 2032),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.990,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57159,  Location: W OF FARMINGTON AVE (Lat: 40.261194,  Lng: -75.644306),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB TO MANATAWNY CREEK,  Facility Carried by Structure: WILSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019

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Structure Number: 5716,  Location: E OF KEYSTONE DR (Lat: 40.244806,  Lng: -75.657611),  Route carried "on" structure: City street 50,  Year Built: 1970,  Status: Posted for load,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2039),  Design Load: H 20,  Features Intersected: MANATAWNY CREEK,  Facility Carried by Structure: COLLEGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Other Special Inspection Date: November 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27296,  Location: N. OF 422 11D11/3138E2 (Lat: 40.242497,  Lng: -75.659478),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 7%,  Features Intersected: SCHUYLKILL RIV./RIVER RD,  Facility Carried by Structure: TRAFFIC ROUTE 100
Minimum Vertical Clearance: 4.04m (13.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 27297,  Location: POTTSTOWN 11D11/3138E1 (Lat: 40.245275,  Lng: -75.660278),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 7%,  Features Intersected: KEYSTONE BOULEVARD,  Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 27298,  Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686,  Lng: -75.660942),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 7,291 (year 2020),  Truck Traffic: 10%,  Features Intersected: HIGH ST., NORFOLK SOUTH.,  Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 9.22m (30.25ft),  Kilometerpoint: 26.686,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 27298,  Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686,  Lng: -75.660942),  Route carried "under" structure: Ramp State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,206 (year 2022),  Truck Traffic: 7%,  Features Intersected: HIGH ST., NORFOLK SOUTH.,  Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 27298,  Location: POTTSTOWN 11C10/3138E1 (Lat: 40.247686,  Lng: -75.660942),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 6,763 (year 2020),  Truck Traffic: 12%,  Features Intersected: HIGH ST., NORFOLK SOUTH.,  Facility Carried by Structure: ROUTE 100
Minimum Vertical Clearance: 9.30m (30.51ft),  Kilometerpoint: 26.686,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 273,  Location: POTTSTOWN 11D8/3026E9 (Lat: 40.257650,  Lng: -75.656208),  Route carried "under" structure: State highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,125 (year 2022),  Truck Traffic: 5%,  Features Intersected: MANATAWNY STREET,  Facility Carried by Structure: TRAFFIC ROUTE 100
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 48746,  Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569,  Lng: -75.616969),  Route carried "under" structure: US 422,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 25,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN BY-PASS,  Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.942,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 48746,  Location: LOWER POTTSGROVE 3139B03 (Lat: 40.233569,  Lng: -75.616969),  Route carried "under" structure: US 422,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 25,393 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN BY-PASS,  Facility Carried by Structure: ARMAND HAMMER BLVD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.942,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)