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

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Structure Number: 27205,  Location: BETHEL HILL 22E10/3256A2 (Lat: 40.177289,  Lng: -75.307269),  Route carried "on" structure: State highway 73,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,599 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,608 (year 2032),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: SKIPPACK PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.981,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27206,  Location: CENTER SQ. 22H12/3256D4 (Lat: 40.167467,  Lng: -75.291031),  Route carried "on" structure: State highway 73,  Year Built: 1950,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,599 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,608 (year 2032),  Design Load: H 20,  Features Intersected: BRANCH STONY RUN,  Facility Carried by Structure: SKIPPACK PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27339,  Location: N OF PA 73 22H12/3256D4 (Lat: 40.168008,  Lng: -75.289178),  Route carried "on" structure: US 202,  Year Built: 1922,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,667 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,480 (year 2032),  Design Load: H 15,  Features Intersected: BRANCH STONY CREEK,  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.497,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Culverts: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $68,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27341,  Location: 1MI.N.MONT CO CC 23A08 (Lat: 40.187922,  Lng: -75.268222),  Route carried "on" structure: US 202,  Year Built: 1922,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 18,560 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,309 (year 2032),  Design Load: H 15,  Features Intersected: WISSAHICKON CREEK,  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.188,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $150,000

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Structure Number: 27978,  Location: 0.4MI NW OR SR0202 22K08 (Lat: 40.186706,  Lng: -75.278567),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,944 (year 2019),  Average Future Daily Traffic: 1,441 (year 2018),  Features Intersected: WISSAHICKON CREEK,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.6 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 replacement,  Waterway Adequacy: Equal to present desirable criteria,  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 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $454,000

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Structure Number: 28142,  Location: 0.7MI NW OF US202 3255-K5 (Lat: 40.161281,  Lng: -75.313197),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 300 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 450 (year 2035),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: PULASKI DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  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),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28143,  Location: 0.5 Mi SE US-202 3256-C6 (Lat: 40.152297,  Lng: -75.293700),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2037),  Features Intersected: STONY CREEK,  Facility Carried by Structure: JOLLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28176,  Location: GEO WASHINGTON MEMORIALPK (Lat: 40.121000,  Lng: -75.246894),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 74,921 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 103,041 (year 2030),  Design Load: HS 20,  Features Intersected: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $497,000,  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: 45308,  Location: 1 MI. W. I-476 3255J4 (Lat: 40.165122,  Lng: -75.321358),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,600 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,776 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STONY CREEK,  Facility Carried by Structure: NORTH WALES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45309,  Location: 0.5 MI. W. I-476 3255K3 (Lat: 40.174153,  Lng: -75.312283),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,600 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,776 (year 2032),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: NORTH WALES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 46455,  Location: 2.5 MI. N. I-276 3256C05 (Lat: 40.159264,  Lng: -75.298022),  Route carried "on" structure: US 202,  Year Built: 2011,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 16,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,017 (year 2032),  Design Load: HL 93,  Features Intersected: PA TPK N.E. EXT. (I-476),  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.928,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 33.0 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 48841,  Location: Near Arch Street Rd (Lat: 40.149072,  Lng: -75.291544),  Route carried "on" structure: Interstate 476,  Year Built: 2014,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 65,329 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 94,986 (year 2030),  Design Load: HS 20,  Features Intersected: T-346, Jolly Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.403,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 48842,  Location: Near W. Skippack Pike (Lat: 40.177556,  Lng: -75.308889),  Route carried "on" structure: Interstate 476,  Year Built: 2014,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 65,329 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 94,986 (year 2030),  Design Load: HL 93,  Features Intersected: T-377, N Wales Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.928,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.3 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: 44.4 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: 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: August 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: 48846,  Location: Near N. Wales Rd 3256-A02 (Lat: 40.178439,  Lng: -75.309250),  Route carried "on" structure: Other road 476,  Year Built: 2014,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 65,329 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 98,986 (year 2030),  Design Load: HS 20,  Features Intersected: SR 0073, Skippack Pike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.024,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 48847,  Location: Near Jolly Rd (Lat: 40.154289,  Lng: -75.293872),  Route carried "on" structure: Interstate 476,  Year Built: 2014,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 65,329 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 94,986 (year 2030),  Design Load: HL 93,  Features Intersected: T-369, Wentz Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.031,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.0m (118.1ft),  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: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.3 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 52459,  Location: Near Center Square (Lat: 40.175444,  Lng: -75.308000),  Route carried "on" structure: Interstate 476,  Year Built: 2014,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 25,172 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,714 (year 2035),  Design Load: HL 93,  Features Intersected: SEPTA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.686,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 35.5m (116.5ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.1 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: 40.8 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 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: 57513,  Location: 0.1MI E SHEFFIELD DR (Lat: 40.136917,  Lng: -75.293028),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 20,  Features Intersected: SAW MILL RUN,  Facility Carried by Structure: MAIDEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 57514,  Location: 0.1 MI E OF SHEFFIELD DR (Lat: 40.137056,  Lng: -75.292500),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 20,  Features Intersected: SAW MILL RUN,  Facility Carried by Structure: JUSTIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 67668,  Location: 1/2 MI W U.S. 202 3256-A5 (Lat: 40.160711,  Lng: -75.309722),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,339 (year 2030),  Design Load: HL 93,  Features Intersected: TRIB. OF STONEY CREEK,  Facility Carried by Structure: YOST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.2 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: 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: 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: 28176,  Location: GEO WASHINGTON MEMORIALPK (Lat: 40.121000,  Lng: -75.246894),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,578 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 3003,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 4.796,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 46455,  Location: 2.5 MI. N. I-276 3256C05 (Lat: 40.159264,  Lng: -75.298022),  Route carried "under" structure: Interstate 476,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 65,329 (year 2004),  Truck Traffic: 16%,  Features Intersected: PA TPK N.E. EXT. (I-476),  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 48846,  Location: Near N. Wales Rd 3256-A02 (Lat: 40.178439,  Lng: -75.309250),  Route carried "under" structure: State highway 73,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 13,599 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 0073, Skippack Pike,  Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 29.910,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)