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

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Structure Number: 691,  Location: .7MI.EAST TELFORD 20E06 (Lat: 40.344322,  Lng: -75.312514),  Route carried "on" structure: State highway 152,  Year Built: 1967,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,799 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,546 (year 2032),  Design Load: HS 20,  Features Intersected: CSX (Leased fromSEPTA ),  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.612,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 21 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: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $224,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6911,  Location: 1MI E.OF TELFORD 20E06 (Lat: 40.344428,  Lng: -75.310733),  Route carried "on" structure: State highway 152,  Year Built: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,799 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,546 (year 2032),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.860,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 6974,  Location: 1.2 MI TO LR386 20B04 (Lat: 40.352358,  Lng: -75.329550),  Route carried "on" structure: State highway 309,  Year Built: 1967,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 35,081 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,982 (year 2032),  Design Load: HS 20,  Features Intersected: CAT HILL ROAD,  Facility Carried by Structure: SELLERSVILLE BYPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.764,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $376,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6975,  Location: 2MI.S.BETHLEHEM PK.14A12 (Lat: 40.380786,  Lng: -75.334489),  Route carried "on" structure: State highway 309,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 36,056 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 39,069 (year 2032),  Design Load: HS 20,  Features Intersected: FORREST ROAD,  Facility Carried by Structure: SELLERSVILLE BYPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.189,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  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: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7383,  Location: SELLERSVILLE BORO. 20E02 (Lat: 40.362328,  Lng: -75.311983),  Route carried "on" structure: State highway ,  Year Built: 1927,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 9,194 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,966 (year 2032),  Design Load: H 20,  Features Intersected: SEPTA (BETHLEHEM BRANCH),  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $544,000,  Total Project Cost: $2,494,000,  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: 741,  Location: NORTH SELLERSVILLE 20B02 (Lat: 40.366778,  Lng: -75.331139),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 8,504 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,586 (year 2032),  Design Load: HS 20,  Features Intersected: TRAFFIC ROUTE 309,  Facility Carried by Structure: LAWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.712,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $261,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7477,  Location: SELLERSVILLE BORO 20E02 (Lat: 40.362844,  Lng: -75.306369),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 700 (year 2011),  Design Load: HS 20,  Features Intersected: EAST BR.PERKIOMEN CREEK,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7562,  Location: 0.8 MI N SR 152 2919-K4 (Lat: 40.351397,  Lng: -75.313000),  Route carried "on" structure: City street ,  Year Built: 1875,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 201 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 210 (year 2011),  Features Intersected: MILL CREEK,  Facility Carried by Structure: CLYMER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 54.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $1,149,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56865,  Location: SELLERSVILLE BORO 20E03 (Lat: 40.357672,  Lng: -75.307694),  Route carried "on" structure: State highway ,  Year Built: 2019,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 6,974 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,803 (year 2032),  Design Load: HL 93,  Features Intersected: EAST BR. PERKIOMEN CREEK,  Facility Carried by Structure: BETHLEHEM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.166,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6974,  Location: 1.2 MI TO LR386 20B04 (Lat: 40.352358,  Lng: -75.329550),  Route carried "under" structure: State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,833 (year 2022),  Truck Traffic: 5%,  Features Intersected: CAT HILL ROAD,  Facility Carried by Structure: SELLERSVILLE BYPAS
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 2.511,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 6975,  Location: 2MI.S.BETHLEHEM PK.14A12 (Lat: 40.380786,  Lng: -75.334489),  Route carried "under" structure: State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,812 (year 1997),  Truck Traffic: 9%,  Features Intersected: FORREST ROAD,  Facility Carried by Structure: SELLERSVILLE BYPAS
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 7053,  Location: NORTH SELLERSVILLE 20B01 (Lat: 40.369733,  Lng: -75.330042),  Route carried "under" structure: State highway 309,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 18,947 (year 2022),  Truck Traffic: 10%,  Features Intersected: TRAFFIC ROUTE 309,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 11.782,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 7053,  Location: NORTH SELLERSVILLE 20B01 (Lat: 40.369733,  Lng: -75.330042),  Route carried "under" structure: State highway 309,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,109 (year 2022),  Truck Traffic: 8%,  Features Intersected: TRAFFIC ROUTE 309,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 11.768,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 741,  Location: NORTH SELLERSVILLE 20B02 (Lat: 40.366778,  Lng: -75.331139),  Route carried "under" structure: State highway 309,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 18,947 (year 2022),  Truck Traffic: 10%,  Features Intersected: TRAFFIC ROUTE 309,  Facility Carried by Structure: LAWN AVENUE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 10.791,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 741,  Location: NORTH SELLERSVILLE 20B02 (Lat: 40.366778,  Lng: -75.331139),  Route carried "under" structure: State highway 309,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,109 (year 2022),  Truck Traffic: 8%,  Features Intersected: TRAFFIC ROUTE 309,  Facility Carried by Structure: LAWN AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 10.783,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)