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

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Structure Number: 10147,  Location: PAOLI 24A05 (Lat: 40.062594,  Lng: -75.474178),  Route carried "on" structure: US 202,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 68,158 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 80,922 (year 2032),  Design Load: HS 20,  Features Intersected: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.739,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10155,  Location: GATEWAY SHOPPING 24H03 (Lat: 40.073383,  Lng: -75.426953),  Route carried "on" structure: US 202,  Year Built: 1967,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 89,700 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 108,297 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WEST VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.018,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 10166,  Location: NEAR VALLEY FORGE 24C05 (Lat: 40.064869,  Lng: -75.458108),  Route carried "on" structure: State highway 252,  Year Built: 1967,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 8,453 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,905 (year 2032),  Design Load: HS 20,  Features Intersected: PHILA.ELECTRIC COMPANY,  Facility Carried by Structure: PAOLI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.454,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  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

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Structure Number: 10298,  Location: NEAR PAOLI 23K5 (Lat: 40.063197,  Lng: -75.476086),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,529 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,393 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE VALLEY CREEK,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.423,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Poor,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10317,  Location: NORTH OF PAOLI 24D06 (Lat: 40.059286,  Lng: -75.453236),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 7,907 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,769 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: CASSATT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.793,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  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: 10326,  Location: VALLEY FORGE PARK 16C13 (Lat: 40.087217,  Lng: -75.456350),  Route carried "on" structure: State highway ,  Year Built: 1865,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,314 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,436 (year 2032),  Design Load: HS 20,  Features Intersected: VALLEY CR. 3365-G7,  Facility Carried by Structure: YELLOW SPRINGS RD.
Minimum Vertical Clearance: 3.25m (10.66ft),  Kilometerpoint: 7.220,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 45.4 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $89,000,  Deck Structure Type: Wood or Timber

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Structure Number: 10406,  Location: NXT. BAPTIST CHURCH 24G4 (Lat: 40.065050,  Lng: -75.432431),  Route carried "on" structure: Spur State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 17,748 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,464 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.686,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 53.5 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $732,000,  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: 1072,  Location: TREDYFFRIN TWP. 24A04 (Lat: 40.070128,  Lng: -75.472578),  Route carried "on" structure: City street ,  Year Built: 1867,  Year Reconstructed: 1882,  Status: Closed,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,408 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,763 (year 2021),  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: MILL ROAD (T540)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $710,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10721,  Location: TREDYFFRIN TWP 3365-E9 (Lat: 40.067067,  Lng: -75.472039),  Route carried "on" structure: City street ,  Year Built: 1912,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,897 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,287 (year 2023),  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present 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: April 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $109,000

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Structure Number: 10727,  Location: TREDYFFRIN TWP. 24C02 (Lat: 40.081322,  Lng: -75.456583),  Route carried "on" structure: City street ,  Year Built: 1886,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 24 (year 2019),  Average Future Daily Traffic: 29 (year 2039),  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: WILSON RD (T-593)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Critical,  Channel: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $184,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 10756,  Location: EAST OF CEDAR HOLLOW (Lat: 40.076372,  Lng: -75.496558),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 47,120 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 56,710 (year 2030),  Design Load: HS 20,  Features Intersected: SR1005, LR 15050
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $308,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10758,  Location: WEST OF VALLEY FORGE PARK (Lat: 40.079553,  Lng: -75.460536),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 47,120 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 56,710 (year 2030),  Design Load: HS 20,  Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $699,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10759,  Location: WEST OF VALLEY FORGE PARK (Lat: 40.080169,  Lng: -75.455567),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 47,120 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 56,710 (year 2030),  Design Load: HS 20,  Features Intersected: T-593
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1076,  Location: NEAR VALLEY FORGE PARK (Lat: 40.080189,  Lng: -75.455400),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 47,120 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 56,710 (year 2030),  Design Load: HS 20,  Features Intersected: TRIB.VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 10818,  Location: 3MI.W.RT 252 3365-F9 (Lat: 40.074597,  Lng: -75.463597),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,400 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,600 (year 2037),  Design Load: H 20,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: BRADFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $165,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10819,  Location: .25MI.W.MILL RD. 3365-C10 (Lat: 40.068397,  Lng: -75.483669),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 150 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 210 (year 2017),  Design Load: HS 20,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: LEBOUTILLIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10823,  Location: 0.1 Mi S SR 252 3365-J10 (Lat: 40.068072,  Lng: -75.445778),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 720 (year 2012),  Average Future Daily Traffic: 940 (year 2032),  Design Load: HS 20,  Features Intersected: CHESTER VALLEY TRAIL,  Facility Carried by Structure: CONTENTION LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2019,  Other Special Inspection Date: August 2020,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $624,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1088,  Location: NORTH OF PAOLI 24C4 (Lat: 40.066222,  Lng: -75.457222),  Route carried "on" structure: Ramp State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 9,519 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,438 (year 2032),  Design Load: HS 20,  Features Intersected: US 202 BY-PASS,  Facility Carried by Structure: RAMP E OFF SB 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  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

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Structure Number: 45626,  Location: ENT. VAL. FORGE PARK 16E1 (Lat: 40.082475,  Lng: -75.445228),  Route carried "on" structure: State highway 252,  Year Built: 2009,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 4,768 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,362 (year 2032),  Design Load: HL 93,  Features Intersected: PA TURNPIKE (I-76),  Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.105,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 47265,  Location: West of Valley Forge Park (Lat: 40.077364,  Lng: -75.478031),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 240 (year 2012),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: TWP-540
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.2 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53362,  Location: 0.5Mi W PA-252 3366-A8 (Lat: 40.078458,  Lng: -75.431197),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,542 (year 2016),  Average Future Daily Traffic: 2,806 (year 2021),  Design Load: HL 93,  Features Intersected: TROUT CREEK,  Facility Carried by Structure: WALKER ROAD (T431)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to 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: 10147,  Location: PAOLI 24A05 (Lat: 40.062594,  Lng: -75.474178),  Route carried "under" structure: State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,333 (year 2022),  Truck Traffic: 5%,  Features Intersected: SWEDESFORD ROAD,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 9.423,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 10152,  Location: TREDYFFRIN 24F3 (Lat: 40.071592,  Lng: -75.437136),  Route carried "under" structure: Spur State highway 252,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,384 (year 2021),  Truck Traffic: 3%,  Features Intersected: VALLEY FORGE ROAD,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.960,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 10152,  Location: TREDYFFRIN 24F3 (Lat: 40.071592,  Lng: -75.437136),  Route carried "under" structure: Spur State highway 252,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,303 (year 2022),  Truck Traffic: 4%,  Features Intersected: VALLEY FORGE ROAD,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 10.960,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 10155,  Location: GATEWAY SHOPPING 24H03 (Lat: 40.073383,  Lng: -75.426953),  Route carried "under" structure: State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,225 (year 2022),  Truck Traffic: 3%,  Features Intersected: WEST VALLEY ROAD,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.880,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 10165,  Location: PAOLI EXIT US 202 24C04 (Lat: 40.065944,  Lng: -75.456558),  Route carried "under" structure: Ramp State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,173 (year 2022),  Truck Traffic: 7%,  Features Intersected: RAMP F TO US 202 N.B.,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 10756,  Location: EAST OF CEDAR HOLLOW (Lat: 40.076372,  Lng: -75.496558),  Route carried "under" structure: State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 5,907 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR1005, LR 15050,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 6.841,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 10759,  Location: WEST OF VALLEY FORGE PARK (Lat: 40.080169,  Lng: -75.455567),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-593,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 6.41m (21.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 1082,  Location: INTER. OF SR0202 3365-F10 (Lat: 40.065500,  Lng: -75.462000),  Route carried "under" structure: US 202,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 38,568 (year 2022),  Truck Traffic: 7%,  Features Intersected: US 202,  Facility Carried by Structure: CHESTERBROOK BLVD.
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 27.911,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1082,  Location: INTER. OF SR0202 3365-F10 (Lat: 40.065500,  Lng: -75.462000),  Route carried "under" structure: US 202,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 38,539 (year 2022),  Truck Traffic: 6%,  Features Intersected: US 202,  Facility Carried by Structure: CHESTERBROOK BLVD.
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 27.861,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1082,  Location: INTER. OF SR0202 3365-F10 (Lat: 40.065500,  Lng: -75.462000),  Route carried "under" structure: US ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 1901),  Features Intersected: US 202,  Facility Carried by Structure: CHESTERBROOK BLVD.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1088,  Location: NORTH OF PAOLI 24C4 (Lat: 40.066222,  Lng: -75.457222),  Route carried "under" structure: US 202,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 38,539 (year 2022),  Truck Traffic: 6%,  Features Intersected: US 202 BY-PASS
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 28.278,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1088,  Location: NORTH OF PAOLI 24C4 (Lat: 40.066222,  Lng: -75.457222),  Route carried "under" structure: US 202,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 38,568 (year 2022),  Truck Traffic: 7%,  Features Intersected: US 202 BY-PASS
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 28.341,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 45626,  Location: ENT. VAL. FORGE PARK 16E1 (Lat: 40.082475,  Lng: -75.445228),  Route carried "under" structure: Interstate 76,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 47,120 (year 2004),  Truck Traffic: 18%,  Features Intersected: PA TURNPIKE (I-76),  Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)