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

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Structure Number: 10361,  Location: PARKERFORD 7E5 (Lat: 40.205206,  Lng: -75.580758),  Route carried "on" structure: State highway ,  Year Built: 1932,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 5,291 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,963 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: LINFIELD BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.149,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $930,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 10711,  Location: E COVENTRY TWP 3139-F9 (Lat: 40.198161,  Lng: -75.591544),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 244 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 268 (year 2022),  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: BAPTIST CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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 minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $183,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10776,  Location: 0.7 Mi SW PA-724 3139-D8 (Lat: 40.202775,  Lng: -75.601978),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 560 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 800 (year 2036),  Design Load: HS 20,  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: SAYLOR'S MILL 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: 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: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 90.7 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  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: 27415,  Location: SANATOGA 12A12 (Lat: 40.239644,  Lng: -75.609558),  Route carried "on" structure: US 422,  Year Built: 1966,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 50,793 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,079 (year 2032),  Design Load: HS 20,  Features Intersected: PORTER ROAD,  Facility Carried by Structure: POTTSTOWN BY-PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.703,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27416,  Location: SANATOGA 12A12/3139C2 (Lat: 40.239781,  Lng: -75.609319),  Route carried "on" structure: US 422,  Year Built: 1965,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 50,793 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,079 (year 2032),  Design Load: HS 20,  Features Intersected: SPROGLES RUN,  Facility Carried by Structure: POTTSTOWN BY-PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.703,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 27417,  Location: SANATOGA 12D11/3139G2 (Lat: 40.242842,  Lng: -75.585828),  Route carried "on" structure: US 422,  Year Built: 1965,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 50,793 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,079 (year 2032),  Design Load: HS 20,  Features Intersected: SANATOGA RD, SANATOGA CR,  Facility Carried by Structure: POTTSTOWN EXPRSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.758,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.10m (36.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $643,000,  Total Project Cost: $2,946,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27418,  Location: LOWER POTTSGROVE 12E11 (Lat: 40.242472,  Lng: -75.582853),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 171 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2032),  Design Load: HS 20,  Features Intersected: POTTSTOWN BYPASS/3139-G2,  Facility Carried by Structure: SOUTH PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $216,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 27419,  Location: LIMERICK TOWNSHIP 12J13 (Lat: 40.231217,  Lng: -75.556319),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 2,569 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,897 (year 2032),  Design Load: HS 20,  Features Intersected: POTTSTOWN EXPRESSWAY,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2742,  Location: LIMERICK TWP 18K01/3140B4 (Lat: 40.226339,  Lng: -75.550231),  Route carried "on" structure: US 422,  Year Built: 1984,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 26,804 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,897 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LIMERICK CENTER ROAD,  Facility Carried by Structure: POTTSTOWN EWAY(EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.436,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  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: 27421,  Location: LIMERICK TWP 18K01/3140B4 (Lat: 40.226439,  Lng: -75.550028),  Route carried "on" structure: US 422,  Year Built: 1984,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 22,943 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,383 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LIMERICK CENTER ROAD,  Facility Carried by Structure: POTTSTOWN EXWY(WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.471,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  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: 27826,  Location: U. FREDERICK 13A3/3028C5 (Lat: 40.286217,  Lng: -75.543331),  Route carried "on" structure: State highway ,  Year Built: 1854,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,378 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,230 (year 2032),  Design Load: H 15,  Features Intersected: WEST SWAMP CREEK,  Facility Carried by Structure: FAGLEYSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 27832,  Location: SANATOGA 12E10/3139H1 (Lat: 40.249228,  Lng: -75.580878),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,472 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,485 (year 2032),  Design Load: H 20,  Features Intersected: SANATOGA CREEK,  Facility Carried by Structure: SANATOGA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  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

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Structure Number: 27833,  Location: SANATOGA 12C12 (Lat: 40.235942,  Lng: -75.592586),  Route carried "on" structure: State highway ,  Year Built: 1931,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,405 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,592 (year 2032),  Design Load: H 15,  Features Intersected: SANATOGA CREEK,  Facility Carried by Structure: PLEASANT VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $205,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27839,  Location: LAUGH. WATERS 12J2/3028A4 (Lat: 40.293333,  Lng: -75.556944),  Route carried "on" structure: State highway ,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,231 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,329 (year 2032),  Design Load: HL 93,  Features Intersected: MINISTER CREEK,  Facility Carried by Structure: NEW HANOVER SQUARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 56.7 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: 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,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27846,  Location: SANATOGA 12E11/3139G1 (Lat: 40.244431,  Lng: -75.585528),  Route carried "on" structure: State highway ,  Year Built: 1914,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 15,375 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,017 (year 2032),  Design Load: H 15,  Features Intersected: SANATOGA CREEK,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.278,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $969,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 27908,  Location: 0.4 Mi N Ridge Pk 3140-C1 (Lat: 40.247675,  Lng: -75.548456),  Route carried "on" structure: City street 422,  Year Built: 1858,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,860 (year 2019),  Truck Traffic: 34%,  Average Future Daily Traffic: 1,586 (year 2018),  Features Intersected: HARTENSTINE CREEK,  Facility Carried by Structure: FRUITVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000

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Structure Number: 27973,  Location: 0.35 MI N OF SR 4021 (Lat: 40.252297,  Lng: -75.535200),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,785 (year 2019),  Average Future Daily Traffic: 11,918 (year 2018),  Features Intersected: HARTENSTINE CREEK,  Facility Carried by Structure: SWAMP PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $244,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28029,  Location: .4 MI S OF E HIGH 3139-C2 (Lat: 40.238644,  Lng: -75.608731),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 650 (year 2040),  Design Load: HS 20,  Features Intersected: SPROGELS RUN,  Facility Carried by Structure: SANATOGA STA RD
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  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: 28065,  Location: LONGVIEW ROAD 3139-H7 (Lat: 40.206497,  Lng: -75.577797),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2038),  Design Load: HS 20,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: LONGVIEW 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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 28066,  Location: 2 MI W SR4013 ADC 3139-J5 (Lat: 40.222692,  Lng: -75.574075),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 350 (year 2036),  Design Load: HS 20,  Features Intersected: BROOKE EVANS CREEK,  Facility Carried by Structure: KEEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 43231,  Location: FAGLEYSVILLE 12H4/3028A6 (Lat: 40.279575,  Lng: -75.558753),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,378 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,425 (year 2032),  Design Load: HL 93,  Features Intersected: BRANCH SWAMP CREEK,  Facility Carried by Structure: FAGLEYSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 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: 45697,  Location: 1 MI S of PA-73 3028-C4 (Lat: 40.290700,  Lng: -75.544397),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 612 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 219 (year 2018),  Design Load: HL 93,  Features Intersected: Swamp Creek,  Facility Carried by Structure: Colonial Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 54208,  Location: N of Kolb Rd 3139E09 (Lat: 40.198997,  Lng: -75.596800),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 150 (year 2018),  Average Future Daily Traffic: 183 (year 2038),  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: ZEIBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 8 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 55774,  Location: 0.32 MI N OF SR 4031 (Lat: 40.248097,  Lng: -75.572947),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,387 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,500 (year 2039),  Design Load: HL 93,  Features Intersected: HARTENSTINE CREEK,  Facility Carried by Structure: RUPERT ROAD
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Very good,  Culverts: Excellent,  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: Superior 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: December 2020

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Structure Number: 56751,  Location: L POTTSGROVE 12A12/3139C2 (Lat: 40.237908,  Lng: -75.611789),  Route carried "on" structure: US 422,  Year Built: 2019,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 50,793 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,079 (year 2032),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: POTTSTOWN BY-PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.990,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.4 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: 37.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57082,  Location: 0.3 MI N RIDGE PIKE (Lat: 40.247500,  Lng: -75.568056),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2039),  Design Load: HS 20,  Features Intersected: HARTENSTINE CREEK,  Facility Carried by Structure: MASTERS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019

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Structure Number: 57162,  Location: E OF SANATOGA RD 2915-G9 (Lat: 40.254472,  Lng: -75.578778),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2040),  Design Load: H 20,  Features Intersected: SANATOGA CREEK,  Facility Carried by Structure: SNELL 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),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57163,  Location: W OF SCHAFFER ROAD (Lat: 40.259611,  Lng: -75.573111),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: SANATOGA CREEK,  Facility Carried by Structure: PRUSS 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: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  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: 68265,  Location: SANATOGA 12C11 / 3139E02 (Lat: 40.241094,  Lng: -75.596233),  Route carried "on" structure: State highway ,  Year Built: 2021,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 1,405 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,592 (year 2032),  Design Load: HL 93,  Features Intersected: POTTSTOWN EXPRESSWAY,  Facility Carried by Structure: S.PLEASANT VIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 58.0 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: 45.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 27415,  Location: SANATOGA 12A12 (Lat: 40.239644,  Lng: -75.609558),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 1980),  Truck Traffic: 7%,  Features Intersected: PORTER ROAD,  Facility Carried by Structure: POTTSTOWN BY-PASS
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 27417,  Location: SANATOGA 12D11/3139G2 (Lat: 40.242842,  Lng: -75.585828),  Route carried "under" structure: State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2010),  Truck Traffic: 7%,  Features Intersected: SANATOGA RD, SANATOGA CR,  Facility Carried by Structure: POTTSTOWN EXPRSWAY
Minimum Vertical Clearance: 11.76m (38.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 27418,  Location: LOWER POTTSGROVE 12E11 (Lat: 40.242472,  Lng: -75.582853),  Route carried "under" structure: US 422,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 25,393 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN BYPASS/3139-G2,  Facility Carried by Structure: SOUTH PARK ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.758,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 27418,  Location: LOWER POTTSGROVE 12E11 (Lat: 40.242472,  Lng: -75.582853),  Route carried "under" structure: US 422,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 25,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN BYPASS/3139-G2,  Facility Carried by Structure: SOUTH PARK ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.773,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 27419,  Location: LIMERICK TOWNSHIP 12J13 (Lat: 40.231217,  Lng: -75.556319),  Route carried "under" structure: US 422,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 26,804 (year 2022),  Truck Traffic: 9%,  Features Intersected: POTTSTOWN EXPRESSWAY,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 27419,  Location: LIMERICK TOWNSHIP 12J13 (Lat: 40.231217,  Lng: -75.556319),  Route carried "under" structure: US 422,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 22,943 (year 2022),  Truck Traffic: 12%,  Features Intersected: POTTSTOWN EXPRESSWAY,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 8.711,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 2742,  Location: LIMERICK TWP 18K01/3140B4 (Lat: 40.226339,  Lng: -75.550231),  Route carried "under" structure: State highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,149 (year 2020),  Truck Traffic: 5%,  Features Intersected: LIMERICK CENTER ROAD,  Facility Carried by Structure: POTTSTOWN EWAY(EB)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 27421,  Location: LIMERICK TWP 18K01/3140B4 (Lat: 40.226439,  Lng: -75.550028),  Route carried "under" structure: State highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,149 (year 2020),  Truck Traffic: 5%,  Features Intersected: LIMERICK CENTER ROAD,  Facility Carried by Structure: POTTSTOWN EXWY(WB)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 27831,  Location: LOWER POTTSGROVE 12F11 (Lat: 40.241214,  Lng: -75.575819),  Route carried "under" structure: Alternate US 422,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 25,393 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN EXPWAY/3139-H2,  Facility Carried by Structure: EVERGREEN ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 6.687,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 27831,  Location: LOWER POTTSGROVE 12F11 (Lat: 40.241214,  Lng: -75.575819),  Route carried "under" structure: Alternate US 422,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 22,943 (year 2022),  Truck Traffic: 12%,  Features Intersected: POTTSTOWN EXPWAY/3139-H2,  Facility Carried by Structure: EVERGREEN ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.713,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 27845,  Location: LIMERICK 12G11 (Lat: 40.243128,  Lng: -75.570725),  Route carried "under" structure: Bypass State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,508 (year 2022),  Truck Traffic: 12%,  Features Intersected: TOWNSHIP LINE ROAD,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 27845,  Location: LIMERICK 12G11 (Lat: 40.243128,  Lng: -75.570725),  Route carried "under" structure: Bypass State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,734 (year 2022),  Truck Traffic: 10%,  Features Intersected: TOWNSHIP LINE ROAD,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 68265,  Location: SANATOGA 12C11 / 3139E02 (Lat: 40.241094,  Lng: -75.596233),  Route carried "under" structure: US 422,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 25,400 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN EXPRESSWAY,  Facility Carried by Structure: S.PLEASANT VIEW RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 4.884,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 68265,  Location: SANATOGA 12C11 / 3139E02 (Lat: 40.241094,  Lng: -75.596233),  Route carried "under" structure: US 422,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 25,393 (year 2021),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN EXPRESSWAY,  Facility Carried by Structure: S.PLEASANT VIEW RD
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 4.875,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)