Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 67Number of bridges
  • 341ft / 104mTotal length
  • $2,494,000Total costs
  • 914,211Total average daily traffic
  • 77,664Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Exton
  • No street view available for this location

New bridges in Exton, PA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 231960-1969
  • 361990-1999
  • 42000-2009
  • 32010-2019
Reconstructed bridges in Exton, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Exton, PA
Average Bridge Truck Traffic in Exton, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.5%Very good
  • 71.4%Good
  • 9.5%Satisfactory
  • 4.8%Fair
  • 4.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 23.8%Very good
  • 42.9%Good
  • 23.8%Satisfactory
  • 9.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.8%Very good
  • 71.4%Good
  • 14.3%Satisfactory
  • 9.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 14.3%Good
  • 57.1%Satisfactory
  • 14.3%Fair
  • 14.3%Poor
Find on map >>   Show street view

Structure Number: 9985,  Location: CLOVER BUS PARK 31D1 (Lat: 40.013683,  Lng: -75.653936),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 21,342 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 35,640 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: EXTON BYPASS (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.790,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  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,  Channel: Satisfactory,  Inventory Rating: 49.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9986,  Location: CLOVER BUS PARK 31D01 (Lat: 40.013342,  Lng: -75.652394),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 21,342 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 35,640 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CLOVER MILL ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.790,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 45.4 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: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9988,  Location: CLOVER BUS PARK 31D01 (Lat: 40.013817,  Lng: -75.653736),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,841 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,386 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.674,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  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,  Channel: Satisfactory,  Inventory Rating: 49.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9989,  Location: CLOVER BUS PARK 31D01 (Lat: 40.013494,  Lng: -75.652164),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 19,841 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,386 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CLOVER MILL ROAD,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.674,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 42.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9992,  Location: WHITFORD RD/SR6030 21F13 (Lat: 40.015408,  Lng: -75.638481),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 21,342 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 35,640 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WHITFORD ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.430,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9994,  Location: WHITFORD RD/SR6030 21F13 (Lat: 40.015606,  Lng: -75.638486),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 19,841 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,386 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WHITFORD ROAD,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.353,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9996,  Location: S RTE 100/30 21J12 (Lat: 40.020653,  Lng: -75.624047),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 16,573 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,894 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.454,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  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: Satisfactory,  Substructure: Good,  Inventory Rating: 46.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 9997,  Location: S RTE 100/30 21J12 (Lat: 40.020842,  Lng: -75.624150),  Route carried "on" structure: Bypass US 30,  Year Built: 1995,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 15,730 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,410 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(WB)RM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.405,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 10001,  Location: 1.25MI.E.RT 100 22A12 (Lat: 40.023922,  Lng: -75.608981),  Route carried "on" structure: Bypass US 30,  Year Built: 1994,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 16,573 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,894 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SHIP ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.142,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1006,  Location: N OF BOOT ROAD 31K1 (Lat: 40.011522,  Lng: -75.615625),  Route carried "on" structure: State highway 100,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 6,185 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,793 (year 2032),  Design Load: HS 20,  Features Intersected: ROUTE 100,  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.979,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $321,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 10108,  Location: NEAR WEST CHESTER 32D03 (Lat: 40.001772,  Lng: -75.584442),  Route carried "on" structure: US 202,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 23,045 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,767 (year 2032),  Design Load: HS 20,  Features Intersected: GREEN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.276,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 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: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1011,  Location: 2.7MI.N.WEST CHES. 32E1 (Lat: 40.011381,  Lng: -75.581333),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,515 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,376 (year 2032),  Design Load: HS 20,  Features Intersected: TRAFFIC ROUTE 202,  Facility Carried by Structure: MORSTEIN RD(T387)
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: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $137,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 10402,  Location: INDIAN KING 31K01 (Lat: 40.009489,  Lng: -75.614378),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 12,498 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,269 (year 2032),  Design Load: HS 20,  Features Intersected: PA 100 BYPASS TO SB 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.809,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 41.7 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: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $432,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 10403,  Location: 2.5 MI.N. W. CHESTER 32E2 (Lat: 40.005483,  Lng: -75.582394),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 23,361 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,125 (year 2032),  Design Load: HS 20,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.174,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $766,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 10558,  Location: N.PA 100 & US 30 21H11 (Lat: 40.028308,  Lng: -75.626597),  Route carried "on" structure: US 30B,  Year Built: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 13,610 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,726 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: E. LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.284,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $657,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1085,  Location: At Pa-100 3472-J4 (Lat: 40.039750,  Lng: -75.634858),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH OF VALLEY CREEK,  Facility Carried by Structure: SHOEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Roadway Improvement Cost: $3,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 10877,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.032183,  Lng: -75.585014),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 15,697 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,075 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP Q;RAMP R,  Facility Carried by Structure: RAMP EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  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: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  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
Find on map >>   Show street view

Structure Number: 10878,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.031667,  Lng: -75.588367),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 16,270 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,230 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US RTE 30, RAMP U,  Facility Carried by Structure: RAMP T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.9m (167.0ft),  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: Satisfactory,  Operating Rating: 53.5 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: 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: 9.90m (32.48ft),  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
Find on map >>   Show street view

Structure Number: 10879,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.033117,  Lng: -75.584461),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 15,697 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,075 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ROUTE 30;RAMPS S & X,  Facility Carried by Structure: RAMP EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 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: 26.5m (86.9ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.40m (21.00ft),  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
Find on map >>   Show street view

Structure Number: 4445,  Location: .7MI.S.of PA 401 3474E02 (Lat: 40.043267,  Lng: -75.570769),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 4,289 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,835 (year 2032),  Design Load: HL 93,  Features Intersected: US 202 BYPASS,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 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 or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 47905,  Location: 2.5 MI. W. PA29 3363G10 (Lat: 40.065106,  Lng: -75.584544),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 750 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,254 (year 2030),  Design Load: HL 93,  Features Intersected: PA TURNPIKE,  Facility Carried by Structure: VALLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.606,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 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: 34.3 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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
Find on map >>   Show street view

Structure Number: 52777,  Location: 1 MI. N. US30 3473H04 (Lat: 40.041264,  Lng: -75.576014),  Route carried "on" structure: US 202,  Year Built: 2016,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 97,570 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,700 (year 2032),  Design Load: HL 93,  Features Intersected: PLANEBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.695,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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
Find on map >>   Show street view

Structure Number: 54188,  Location: W Phoenixvill Pk 3473 E10 (Lat: 40.003364,  Lng: -75.594892),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 416 (year 2032),  Design Load: HS 20,  Features Intersected: E Br of Chester Creek,  Facility Carried by Structure: Bridgewater Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
Find on map >>   Show street view

Structure Number: 54222,  Location: S.of Swedesford Rd 3473E5 (Lat: 40.037703,  Lng: -75.594122),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,881 (year 2038),  Design Load: HL 93,  Features Intersected: Valley Creek,  Facility Carried by Structure: Valley Creek Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
Find on map >>   Show street view

Structure Number: 54223,  Location: W of Kimberwyck Ln 3472J5 (Lat: 40.033269,  Lng: -75.635450),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,905 (year 2038),  Design Load: HS 20,  Features Intersected: Br.of Valley Creek,  Facility Carried by Structure: Waterloo Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
Find on map >>   Show street view

Structure Number: 9986,  Location: CLOVER BUS PARK 31D01 (Lat: 40.013342,  Lng: -75.652394),  Route carried "under" structure: City street 7254,  Year Built: 1995,  Structure Length: 0. m,  Features Intersected: CLOVER MILL ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 9989,  Location: CLOVER BUS PARK 31D01 (Lat: 40.013494,  Lng: -75.652164),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Features Intersected: CLOVER MILL ROAD,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 9992,  Location: WHITFORD RD/SR6030 21F13 (Lat: 40.015408,  Lng: -75.638481),  Route carried "under" structure: State highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 6,918 (year 2022),  Truck Traffic: 4%,  Features Intersected: WHITFORD ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 9994,  Location: WHITFORD RD/SR6030 21F13 (Lat: 40.015606,  Lng: -75.638486),  Route carried "under" structure: State highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 6,918 (year 2022),  Truck Traffic: 4%,  Features Intersected: WHITFORD ROAD,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 9996,  Location: S RTE 100/30 21J12 (Lat: 40.020653,  Lng: -75.624047),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 25,893 (year 2022),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.674,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 9996,  Location: S RTE 100/30 21J12 (Lat: 40.020653,  Lng: -75.624047),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 20,095 (year 2022),  Truck Traffic: 8%,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.321,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 9997,  Location: S RTE 100/30 21J12 (Lat: 40.020842,  Lng: -75.624150),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 25,893 (year 2022),  Truck Traffic: 4%,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(WB)RM
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 4.674,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 9997,  Location: S RTE 100/30 21J12 (Lat: 40.020842,  Lng: -75.624150),  Route carried "under" structure: State highway 100,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 20,095 (year 2022),  Truck Traffic: 8%,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(WB)RM
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 4.321,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 10001,  Location: 1.25MI.E.RT 100 22A12 (Lat: 40.023922,  Lng: -75.608981),  Route carried "under" structure: State highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 7,911 (year 2022),  Truck Traffic: 2%,  Features Intersected: SHIP ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.234,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 10003,  Location: 1.25 E.RTE 100 22A12 (Lat: 40.024142,  Lng: -75.608850),  Route carried "under" structure: State highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 7,911 (year 2022),  Truck Traffic: 2%,  Features Intersected: SHIP ROAD,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.234,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 1006,  Location: N OF BOOT ROAD 31K1 (Lat: 40.011522,  Lng: -75.615625),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,446 (year 2022),  Truck Traffic: 12%,  Features Intersected: ROUTE 100,  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.761,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 1006,  Location: N OF BOOT ROAD 31K1 (Lat: 40.011522,  Lng: -75.615625),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,606 (year 2022),  Truck Traffic: 16%,  Features Intersected: ROUTE 100,  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 3.399,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 10108,  Location: NEAR WEST CHESTER 32D03 (Lat: 40.001772,  Lng: -75.584442),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,738 (year 2022),  Truck Traffic: 3%,  Features Intersected: GREEN HILL ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 10109,  Location: NEAR WEST CHESTER 32D03 (Lat: 40.001628,  Lng: -75.584764),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,738 (year 2022),  Truck Traffic: 3%,  Features Intersected: GREEN HILL ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 1011,  Location: 2.7MI.N.WEST CHES. 32E1 (Lat: 40.011381,  Lng: -75.581333),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,148 (year 2020),  Truck Traffic: 11%,  Features Intersected: TRAFFIC ROUTE 202,  Facility Carried by Structure: MORSTEIN RD(T387)
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 13.433,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 1011,  Location: 2.7MI.N.WEST CHES. 32E1 (Lat: 40.011381,  Lng: -75.581333),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,850 (year 2020),  Truck Traffic: 10%,  Features Intersected: TRAFFIC ROUTE 202,  Facility Carried by Structure: MORSTEIN RD(T387)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 13.398,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 10111,  Location: NEAR WEST CHESTER 22D13 (Lat: 40.019358,  Lng: -75.585844),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,120 (year 2022),  Truck Traffic: 3%,  Features Intersected: KING ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 10112,  Location: NEAR WEST CHESTER 22D13 (Lat: 40.019267,  Lng: -75.586072),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,120 (year 2022),  Truck Traffic: 3%,  Features Intersected: KING ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 10113,  Location: SOUTH OF RT. 30 22D11 (Lat: 40.029306,  Lng: -75.587911),  Route carried "under" structure: Ramp State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,697 (year 2022),  Truck Traffic: 8%,  Features Intersected: AMTRAK;RAMP EB;DUNWOODY,  Facility Carried by Structure: ROUTE 202 (NB)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Find on map >>   Show street view

Structure Number: 10113,  Location: SOUTH OF RT. 30 22D11 (Lat: 40.029306,  Lng: -75.587911),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Features Intersected: AMTRAK;RAMP EB;DUNWOODY,  Facility Carried by Structure: ROUTE 202 (NB)
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Find on map >>   Show street view

Structure Number: 10116,  Location: SOUTH OF RT 30 22D11 (Lat: 40.028694,  Lng: -75.588639),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Features Intersected: AMTRAK;RAMP EB;DUNWOODY,  Facility Carried by Structure: ROUTE 202 (SB)
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 10116,  Location: SOUTH OF RT 30 22D11 (Lat: 40.028694,  Lng: -75.588639),  Route carried "under" structure: Ramp State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,697 (year 2022),  Truck Traffic: 8%,  Features Intersected: AMTRAK;RAMP EB;DUNWOODY,  Facility Carried by Structure: ROUTE 202 (SB)
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 10117,  Location: 202/30 INTERCH 22D10 (Lat: 40.033069,  Lng: -75.584931),  Route carried "under" structure: US 30,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 8,394 (year 2022),  Truck Traffic: 6%,  Features Intersected: RTE 30, RAMPS S & X,  Facility Carried by Structure: US 202(NB), RAMP R
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 34.263,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 10117,  Location: 202/30 INTERCH 22D10 (Lat: 40.033069,  Lng: -75.584931),  Route carried "under" structure: US 30,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 6,684 (year 2022),  Truck Traffic: 4%,  Features Intersected: RTE 30, RAMPS S & X,  Facility Carried by Structure: US 202(NB), RAMP R
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 34.355,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 10118,  Location: 202/30 INTERCHANGE 22D10 (Lat: 40.032947,  Lng: -75.585383),  Route carried "under" structure: US 30,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 6,684 (year 2022),  Truck Traffic: 4%,  Features Intersected: RTE 30, RAMPS S & X,  Facility Carried by Structure: US 202(SB), RAMP W
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 34.355,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 10118,  Location: 202/30 INTERCHANGE 22D10 (Lat: 40.032947,  Lng: -75.585383),  Route carried "under" structure: US 30,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 8,394 (year 2022),  Truck Traffic: 6%,  Features Intersected: RTE 30, RAMPS S & X,  Facility Carried by Structure: US 202(SB), RAMP W
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 34.263,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 10402,  Location: INDIAN KING 31K01 (Lat: 40.009489,  Lng: -75.614378),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,446 (year 2022),  Truck Traffic: 12%,  Features Intersected: PA 100 BYPASS TO SB 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 3.761,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 10402,  Location: INDIAN KING 31K01 (Lat: 40.009489,  Lng: -75.614378),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,606 (year 2022),  Truck Traffic: 16%,  Features Intersected: PA 100 BYPASS TO SB 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.399,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 10403,  Location: 2.5 MI.N. W. CHESTER 32E2 (Lat: 40.005483,  Lng: -75.582394),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,148 (year 2020),  Truck Traffic: 11%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 12.727,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 10403,  Location: 2.5 MI.N. W. CHESTER 32E2 (Lat: 40.005483,  Lng: -75.582394),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,850 (year 2020),  Truck Traffic: 10%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 12.728,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 10409,  Location: 2M.N.WEST CHESTER 32B2 (Lat: 40.004578,  Lng: -75.604025),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,606 (year 2022),  Truck Traffic: 16%,  Features Intersected: ROUTE 100,  Facility Carried by Structure: KIRKLAND AVE(T387)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 2.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>   Show street view

Structure Number: 10409,  Location: 2M.N.WEST CHESTER 32B2 (Lat: 40.004578,  Lng: -75.604025),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,446 (year 2022),  Truck Traffic: 12%,  Features Intersected: ROUTE 100,  Facility Carried by Structure: KIRKLAND AVE(T387)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 2.696,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>   Show street view

Structure Number: 10877,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.032183,  Lng: -75.585014),  Route carried "under" structure: Ramp State highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 3,335 (year 2022),  Truck Traffic: 8%,  Features Intersected: RAMP Q;RAMP R,  Facility Carried by Structure: RAMP EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

Discuss Exton, Pennsylvania (PA) on our hugely popular Pennsylvania forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.