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

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Structure Number: 27316,  Location: U. DUBLIN TWP 31F3/3258D8 (Lat: 40.142831,  Lng: -75.167700),  Route carried "on" structure: State highway 152,  Year Built: 1946,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,298 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,469 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BRANCH SANDY RUN,  Facility Carried by Structure: LIMEKILN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.511,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of replacement,  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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27371,  Location: FORT WASHINGTON 30K06 (Lat: 40.125469,  Lng: -75.203800),  Route carried "on" structure: State highway 309,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 48,002 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,532 (year 2032),  Design Load: HS 20,  Features Intersected: SANDY RUN / 3257-H10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.242,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 27372,  Location: FORT WASHINGTON 30K06 (Lat: 40.125917,  Lng: -75.203517),  Route carried "on" structure: State highway 309,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 48,002 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,532 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CAMP HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.242,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  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

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Structure Number: 27383,  Location: UPPER DUBLIN 30K2/3257H7 (Lat: 40.148239,  Lng: -75.204131),  Route carried "on" structure: State highway 309,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 46,647 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,827 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.073,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $766,000,  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: 27384,  Location: UPPER DUBLIN 31A1/3257H6 (Lat: 40.153417,  Lng: -75.201878),  Route carried "on" structure: State highway 309,  Year Built: 1958,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 46,647 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,827 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LOCH ALSH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.057,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $352,000,  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: 27588,  Location: FORT WASHING 30J4/3257F8 (Lat: 40.139389,  Lng: -75.216792),  Route carried "on" structure: State highway ,  Year Built: 1841,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,768 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,755 (year 2032),  Design Load: H 15,  Features Intersected: WISSAHICKON CREEK,  Facility Carried by Structure: MORRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.721,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $1,139,000

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Structure Number: 27619,  Location: N.OF PA.TURNPIKE 30J05 (Lat: 40.133431,  Lng: -75.214025),  Route carried "on" structure: State highway ,  Year Built: 1931,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 7,485 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,383 (year 2032),  Design Load: H 15,  Features Intersected: SANDY RUN CREEK,  Facility Carried by Structure: BETHLEHEM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.455,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $903,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27646,  Location: FORT WASHINGTON 30K06 (Lat: 40.126297,  Lng: -75.203906),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 5,308 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,338 (year 2032),  Design Load: H 15,  Features Intersected: SANDY RUN,  Facility Carried by Structure: CAMP HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.357,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Meets minimum limits,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28048,  Location: 1 M. SW Rte 2017 3258-A9 (Lat: 40.135050,  Lng: -75.185719),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,200 (year 2038),  Features Intersected: PINE RUN,  Facility Carried by Structure: CAMP HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28182,  Location: NEAR FORT WASHINGTON (Lat: 40.130769,  Lng: -75.203575),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 74,921 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 103,041 (year 2030),  Design Load: HS 20,  Features Intersected: SEPTA RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: July 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: 28183,  Location: NEAR FORT WASHINGTON (Lat: 40.130764,  Lng: -75.203592),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 74,921 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 103,041 (year 2030),  Design Load: HS 20,  Features Intersected: SANDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  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)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 28184,  Location: WEST OF FT WASHINGTONINTG (Lat: 40.131103,  Lng: -75.201456),  Route carried "on" structure: Interstate 276,  Year Built: 2000,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 74,921 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 103,041 (year 2030),  Design Load: HS 20,  Features Intersected: US-309
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 5.80m (19.03ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $618,000,  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: 28186,  Location: FORT WASHINGTON INTERCHG (Lat: 40.133333,  Lng: -75.193333),  Route carried "on" structure: Ramp Other road 276,  Year Built: 1983,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 34,335 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,385 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK (RAMP AB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28187,  Location: EAST OF FT WASH INTERCHG. (Lat: 40.134200,  Lng: -75.185872),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: T-331
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $612,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28188,  Location: NEAR DRESHER (Lat: 40.140000,  Lng: -75.166667),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 97,693 (year 2001),  Truck Traffic: 13%,  Average Future Daily Traffic: 124,693 (year 2030),  Design Load: HS 20,  Features Intersected: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $971,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 41701,  Location: .5MI N.PA.TPK 30K03 (Lat: 40.142222,  Lng: -75.202778),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 545 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,590 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T.R.309 BY-PASS,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  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: 44043,  Location: UPPER DUBLIN TWP, 30K03 (Lat: 40.144617,  Lng: -75.204408),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,035 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,996 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA 309 BY-PASS/ 3257-H7,  Facility Carried by Structure: FORT WASHINGTON AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.774,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 44065,  Location: FORT WASH. 30K4/3257H8 (Lat: 40.142250,  Lng: -75.202992),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 416 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 533 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA 309 EXPRESSWAY,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  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: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 45251,  Location: FORT WASH. 31A6/3257H10 (Lat: 40.127978,  Lng: -75.202428),  Route carried "on" structure: State highway 309,  Year Built: 2008,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 48,301 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,908 (year 2032),  Design Load: HL 93,  Features Intersected: PENNSYLVANIA AVE./SEPTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.120,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 20.7m (67.9ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 45303,  Location: FORT WASHINGTON 3257H09 (Lat: 40.137078,  Lng: -75.201281),  Route carried "on" structure: State highway 309,  Year Built: 2008,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 53,627 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,288 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: COMMERCE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.140,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 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: 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: September 2020,  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: 45313,  Location: FORT WASHINGTON INT. (Lat: 40.133333,  Lng: -75.201667),  Route carried "on" structure: State highway 309,  Year Built: 2008,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 54,125 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,915 (year 2032),  Design Load: HL 93,  Features Intersected: PA TURNPIKE RAMP AB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.120,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45334,  Location: FORT WASHINGTON INT. (Lat: 40.131211,  Lng: -75.201336),  Route carried "on" structure: Ramp State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 2,063 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,588 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0309; PA TPK Ramp AB,  Facility Carried by Structure: PA TPK (RAMP Q)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 4787,  Location: 100' N of I-276 3258-A9 (Lat: 40.134669,  Lng: -75.185922),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,200 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2031),  Design Load: HS 20,  Features Intersected: PRIVATE DRIVE,  Facility Carried by Structure: CAMP HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 96.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4882,  Location: 1/4M E Pinetown Rd (Lat: 40.134772,  Lng: -75.192481),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 626 (year 2034),  Design Load: HS 20,  Features Intersected: Pine Run 3257-K9,  Facility Carried by Structure: Delaware Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54263,  Location: 1Mi SW Rte 2017 3258A9 (Lat: 40.135433,  Lng: -75.184467),  Route carried "on" structure: Business City street ,  Year Built: 2017,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 7,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2021),  Design Load: HL 93,  Features Intersected: PINE RUN,  Facility Carried by Structure: VIRGINIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: 54264,  Location: .6Mi SW Rt 2017 3258B9 (Lat: 40.136978,  Lng: -75.178700),  Route carried "on" structure: Business City street ,  Year Built: 2017,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 7,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2021),  Design Load: HL 93,  Features Intersected: PINE RUN,  Facility Carried by Structure: VIRGINIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: 54465,  Location: Virginia Drive 3257K9 (Lat: 40.136128,  Lng: -75.188853),  Route carried "on" structure: Business City street ,  Year Built: 2017,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2021),  Design Load: HL 93,  Features Intersected: Rapp Run,  Facility Carried by Structure: Virginia drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 42.1 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: 35.6 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: Somewhat better than minimum adequacy,  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

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Structure Number: 57157,  Location: W OF CAMP HILL RD 3258A8 (Lat: 40.138306,  Lng: -75.187111),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,700 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: HS 20,  Features Intersected: RAPP RUN,  Facility Carried by Structure: HIGHLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27372,  Location: FORT WASHINGTON 30K06 (Lat: 40.125917,  Lng: -75.203517),  Route carried "under" structure: State highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,308 (year 2020),  Truck Traffic: 4%,  Features Intersected: CAMP HILL ROAD,  Facility Carried by Structure: PA 309 BY-PASS
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 1.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 27383,  Location: UPPER DUBLIN 30K2/3257H7 (Lat: 40.148239,  Lng: -75.204131),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 1980),  Features Intersected: HIGHLAND AVENUE,  Facility Carried by Structure: PA 309 BY-PASS
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 27384,  Location: UPPER DUBLIN 31A1/3257H6 (Lat: 40.153417,  Lng: -75.201878),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 1980),  Features Intersected: LOCH ALSH AVENUE,  Facility Carried by Structure: SR 309 BYPASS
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 28184,  Location: WEST OF FT WASHINGTONINTG (Lat: 40.131103,  Lng: -75.201456),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,712 (year 2022),  Truck Traffic: 4%,  Features Intersected: US-309,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 5.172,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 28184,  Location: WEST OF FT WASHINGTONINTG (Lat: 40.131103,  Lng: -75.201456),  Route carried "under" structure: State highway 309,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 24,645 (year 2022),  Truck Traffic: 3%,  Features Intersected: US-309,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 10.120,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 28184,  Location: WEST OF FT WASHINGTONINTG (Lat: 40.131103,  Lng: -75.201456),  Route carried "under" structure: State highway 309,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 26,447 (year 2022),  Truck Traffic: 5%,  Features Intersected: US-309,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 10.155,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 28184,  Location: WEST OF FT WASHINGTONINTG (Lat: 40.131103,  Lng: -75.201456),  Route carried "under" structure: Ramp State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,271 (year 2022),  Truck Traffic: 7%,  Features Intersected: US-309,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 7.38m (24.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 28184,  Location: WEST OF FT WASHINGTONINTG (Lat: 40.131103,  Lng: -75.201456),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 298 (year 2022),  Truck Traffic: 5%,  Features Intersected: US-309,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 28186,  Location: FORT WASHINGTON INTERCHG (Lat: 40.133333,  Lng: -75.193333),  Route carried "under" structure: Interstate 276,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 74,921 (year 2001),  Truck Traffic: 14%,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK (RAMP AB)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 28187,  Location: EAST OF FT WASH INTERCHG. (Lat: 40.134200,  Lng: -75.185872),  Route carried "under" structure: Interstate 276,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 120,317 (year 2004),  Truck Traffic: 10%,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: T-331
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 28188,  Location: NEAR DRESHER (Lat: 40.140000,  Lng: -75.166667),  Route carried "under" structure: State highway 152,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 18,832 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 2017,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 5.525,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 41701,  Location: .5MI N.PA.TPK 30K03 (Lat: 40.142222,  Lng: -75.202778),  Route carried "under" structure: State highway 309,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 26,447 (year 2022),  Truck Traffic: 5%,  Features Intersected: T.R.309 BY-PASS,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 11.167,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 41701,  Location: .5MI N.PA.TPK 30K03 (Lat: 40.142222,  Lng: -75.202778),  Route carried "under" structure: State highway 309,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 27,180 (year 2022),  Truck Traffic: 5%,  Features Intersected: T.R.309 BY-PASS,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 11.140,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 44043,  Location: UPPER DUBLIN TWP, 30K03 (Lat: 40.144617,  Lng: -75.204408),  Route carried "under" structure: State highway 309,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 27,180 (year 2022),  Truck Traffic: 5%,  Features Intersected: PA 309 BY-PASS/ 3257-H7,  Facility Carried by Structure: FORT WASHINGTON AV
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 12.073,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 44043,  Location: UPPER DUBLIN TWP, 30K03 (Lat: 40.144617,  Lng: -75.204408),  Route carried "under" structure: State highway 309,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 26,447 (year 2022),  Truck Traffic: 5%,  Features Intersected: PA 309 BY-PASS/ 3257-H7,  Facility Carried by Structure: FORT WASHINGTON AV
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 12.070,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 44065,  Location: FORT WASH. 30K4/3257H8 (Lat: 40.142250,  Lng: -75.202992),  Route carried "under" structure: State highway 309,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 26,447 (year 2022),  Truck Traffic: 5%,  Features Intersected: PA 309 EXPRESSWAY,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 11.167,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 44065,  Location: FORT WASH. 30K4/3257H8 (Lat: 40.142250,  Lng: -75.202992),  Route carried "under" structure: State highway 309,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 27,180 (year 2022),  Truck Traffic: 5%,  Features Intersected: PA 309 EXPRESSWAY,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 11.140,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 45251,  Location: FORT WASH. 31A6/3257H10 (Lat: 40.127978,  Lng: -75.202428),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 8,712 (year 2022),  Truck Traffic: 4%,  Features Intersected: PENNSYLVANIA AVE./SEPTA,  Facility Carried by Structure: PA 309 BY-PASS
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.172,  Lanes on structure: 3,  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: 45303,  Location: FORT WASHINGTON 3257H09 (Lat: 40.137078,  Lng: -75.201281),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 1980),  Features Intersected: COMMERCE DRIVE,  Facility Carried by Structure: PA 309 BY-PASS
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 45313,  Location: FORT WASHINGTON INT. (Lat: 40.133333,  Lng: -75.201667),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 8,404 (year 2022),  Truck Traffic: 7%,  Features Intersected: PA TURNPIKE RAMP AB,  Facility Carried by Structure: PA 309 BY-PASS
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 45313,  Location: FORT WASHINGTON INT. (Lat: 40.133333,  Lng: -75.201667),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 12,917 (year 2022),  Truck Traffic: 7%,  Features Intersected: PA TURNPIKE RAMP AB,  Facility Carried by Structure: PA 309 BY-PASS
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 45334,  Location: FORT WASHINGTON INT. (Lat: 40.131211,  Lng: -75.201336),  Route carried "under" structure: Ramp State highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 298 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 0309; PA TPK Ramp AB,  Facility Carried by Structure: PA TPK (RAMP Q)
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 45334,  Location: FORT WASHINGTON INT. (Lat: 40.131211,  Lng: -75.201336),  Route carried "under" structure: State highway 309,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 26,447 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 0309; PA TPK Ramp AB,  Facility Carried by Structure: PA TPK (RAMP Q)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 10.155,  Lanes on structure: 1,  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: 45334,  Location: FORT WASHINGTON INT. (Lat: 40.131211,  Lng: -75.201336),  Route carried "under" structure: Ramp State highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 2,271 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 0309; PA TPK Ramp AB,  Facility Carried by Structure: PA TPK (RAMP Q)
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 45334,  Location: FORT WASHINGTON INT. (Lat: 40.131211,  Lng: -75.201336),  Route carried "under" structure: Ramp State highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,404 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 0309; PA TPK Ramp AB,  Facility Carried by Structure: PA TPK (RAMP Q)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)