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


  • National Bridge Inventory (NBI) Statistics
  • 68Number of bridges
  • 322ft / 98mTotal length
  • $2,767,000Total costs
  • 1,022,594Total average daily traffic
  • 79,456Total average daily truck traffic
  • 525,149Total future (year 2032) average daily 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
  • 11950-1959
  • 231960-1969
  • 361990-1999
  • 42000-2009
  • 32010-2018
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
  • 61.9%Good
  • 14.3%Satisfactory
  • 9.5%Fair
  • 4.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 28.6%Very good
  • 42.9%Good
  • 19.0%Satisfactory
  • 9.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 9.5%Very good
  • 66.7%Good
  • 9.5%Satisfactory
  • 14.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 25.0%Good
  • 50.0%Satisfactory
  • 25.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 60.0%Good
  • 20.0%Satisfactory
  • 20.0%Fair
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Structure Number: 9154,  Location: 0.5 MI W BELTZVILLE LAKE (Lat: 40.024028,  Lng: -75.650639),  Route carried "on" structure: Interstate 476,  Year Built: 1956,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 24,228 (year 2004),  Truck Traffic: 20%,  Average Future Daily Traffic: 32,159 (year 2030),  Design Load: HS 20,  Features Intersected: SAWMILL RUN
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: 219.0m (718.5ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $273,000
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Structure Number: 9985,  Location: CLOVER BUS PARK 31D01 (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: 38,870 (year 2016),  Truck Traffic: 7%,  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: 2.779,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 4.9 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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 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: 38,870 (year 2016),  Truck Traffic: 7%,  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: 2.779,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 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)

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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: 23,914 (year 2016),  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: 27.668,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 4.9 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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 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: 23,914 (year 2016),  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: 27.668,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  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: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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
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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)

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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: 38,870 (year 2016),  Truck Traffic: 7%,  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: 29.448,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 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: 8,957 (year 2017),  Truck Traffic: 4%,  Features Intersected: WHITFORD ROAD,  Facility Carried by Structure: EXTON BYPASS(EB)
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 2.437,  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)

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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: 23,914 (year 2016),  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: 29.345,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 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: 8,957 (year 2017),  Truck Traffic: 4%,  Features Intersected: WHITFORD ROAD,  Facility Carried by Structure: EXTON BYPASS(WB)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.437,  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)

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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: 20,438 (year 2016),  Truck Traffic: 7%,  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: 30.473,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 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: 25,359 (year 2016),  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)

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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: 19,680 (year 2016),  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)

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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: 20,052 (year 2016),  Truck Traffic: 22%,  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: 30.397,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  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: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 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: 25,359 (year 2016),  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)

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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: 19,680 (year 2016),  Truck Traffic: 8%,  Features Intersected: POTTSTOWN PIKE,  Facility Carried by Structure: EXTON BYPASS(WB)RM
Minimum Vertical Clearance: 4.83m (15.85ft),  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)

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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: 20,438 (year 2016),  Truck Traffic: 7%,  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: 32.161,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 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: 9,274 (year 2017),  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)

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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: 9,274 (year 2017),  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)

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Structure Number: 1006,  Location: INDIAN KING 31K01 (Lat: 40.011522,  Lng: -75.615625),  Route carried "on" structure: State highway 100,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,461 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,793 (year 2032),  Design Load: HS 20,  Features Intersected: WEST CHESTER BYPASS,  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: 85.0m (278.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.74m (2.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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
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Structure Number: 1006,  Location: INDIAN KING 31K01 (Lat: 40.011522,  Lng: -75.615625),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,367 (year 2016),  Truck Traffic: 5%,  Features Intersected: WEST CHESTER BYPASS,  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)

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Structure Number: 1006,  Location: INDIAN KING 31K01 (Lat: 40.011522,  Lng: -75.615625),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,110 (year 2016),  Truck Traffic: 13%,  Features Intersected: WEST CHESTER BYPASS,  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.37m (14.34ft),  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)

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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: 16,676 (year 2017),  Truck Traffic: 5%,  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: 137.0m (449.5ft),  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: 79.8 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: Somewhat better than minimum adequacy,  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: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 8,621 (year 2017),  Truck Traffic: 3%,  Features Intersected: GREEN HILL ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  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: 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: 8,621 (year 2017),  Truck Traffic: 3%,  Features Intersected: GREEN HILL ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  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: 1011,  Location: 2.7MI.N.WEST CHES. 32E01 (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: 1,495 (year 2017),  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: 104.0m (341.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  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: 0.9m (3.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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
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Structure Number: 1011,  Location: 2.7MI.N.WEST CHES. 32E01 (Lat: 40.011381,  Lng: -75.581333),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,308 (year 2016),  Truck Traffic: 5%,  Features Intersected: TRAFFIC ROUTE 202,  Facility Carried by Structure: MORSTEIN RD(T387)
Minimum Vertical Clearance: 0.45m (1.48ft),  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)

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Structure Number: 1011,  Location: 2.7MI.N.WEST CHES. 32E01 (Lat: 40.011381,  Lng: -75.581333),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,543 (year 2016),  Truck Traffic: 6%,  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)

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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: 5,161 (year 2017),  Truck Traffic: 3%,  Features Intersected: KING ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 4.34m (14.24ft),  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)

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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: 5,161 (year 2017),  Truck Traffic: 3%,  Features Intersected: KING ROAD,  Facility Carried by Structure: TRAFFIC ROUTE 202
Minimum Vertical Clearance: 5.11m (16.77ft),  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)

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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: 15,373 (year 2017),  Truck Traffic: 8%,  Features Intersected: AMTRAK;RAMP EB;LOCAL RD.,  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)

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Structure Number: 10113,  Location: SOUTH OF RT. 30; 22D11 (Lat: 40.029306,  Lng: -75.587911),  Route carried "under" structure: ServiceCity street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Features Intersected: AMTRAK;RAMP EB;LOCAL RD.,  Facility Carried by Structure: ROUTE 202 (NB)
Minimum Vertical Clearance: 0.61m (2.00ft),  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)

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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: 15,373 (year 2017),  Truck Traffic: 8%,  Features Intersected: AMTRAK;RAMP EB;LOCAL RD,  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)

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Structure Number: 10116,  Location: SOUTH OF RT 30; 22D11 (Lat: 40.028694,  Lng: -75.588639),  Route carried "under" structure: ServiceCity street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Features Intersected: AMTRAK;RAMP EB;LOCAL RD,  Facility Carried by Structure: ROUTE 202 (SB)
Minimum Vertical Clearance: 6.52m (21.39ft),  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)

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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: 12,674 (year 2017),  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: 34.372,  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)

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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: 6,312 (year 2017),  Truck Traffic: 6%,  Features Intersected: RTE 30,RAMPS S & X,  Facility Carried by Structure: US 202(NB);RAMP R
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 34.256,  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)

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Structure Number: 10118,  Location: 202/30 INTERCHAN 22D10 (Lat: 40.032947,  Lng: -75.585383),  Route carried "under" structure: US 30,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 12,674 (year 2017),  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: 34.372,  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)

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Structure Number: 10118,  Location: 202/30 INTERCHAN 22D10 (Lat: 40.032947,  Lng: -75.585383),  Route carried "under" structure: US 30,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 6,312 (year 2017),  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: 34.256,  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)

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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: 13,743 (year 2017),  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: 125.0m (410.1ft),  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: 2.8m (9.2ft),  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: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 43.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  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
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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: 17,367 (year 2016),  Truck Traffic: 5%,  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: 2.8m (9.2ft)

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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: 20,110 (year 2016),  Truck Traffic: 13%,  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: 2.8m (9.2ft)

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Structure Number: 10403,  Location: 2.5MI.N.WEST CHES. 32E02 (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: 21,435 (year 2017),  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: 125.0m (410.1ft),  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: Fair,  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: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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
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Structure Number: 10403,  Location: 2.5MI.N.WEST CHES. 32E02 (Lat: 40.005483,  Lng: -75.582394),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,308 (year 2016),  Truck Traffic: 5%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 0.45m (1.48ft),  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)

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Structure Number: 10403,  Location: 2.5MI.N.WEST CHES. 32E02 (Lat: 40.005483,  Lng: -75.582394),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,543 (year 2016),  Truck Traffic: 6%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: BOOT ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  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)

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Structure Number: 10409,  Location: 2M.N.WEST CHESTER 32B02 (Lat: 40.004578,  Lng: -75.604025),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,367 (year 2016),  Truck Traffic: 5%,  Features Intersected: W CHESTER BYPASS-3473D10,  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)

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Structure Number: 10409,  Location: 2M.N.WEST CHESTER 32B02 (Lat: 40.004578,  Lng: -75.604025),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,110 (year 2016),  Truck Traffic: 13%,  Features Intersected: W CHESTER BYPASS-3473D10,  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)

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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: 13,800 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,363 (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: 265.0m (869.4ft),  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: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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
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Structure Number: 1085,  Location: At Pa-100 3472-J4 (Lat: 40.039797,  Lng: -75.634900),  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: 2,500 (year 1979),  Average Future Daily Traffic: 3,500 (year 2015),  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: 101.0m (331.4ft),  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: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2016,  Other Special Inspection Date: May 2017,  Roadway Improvement Cost: $3,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 15,373 (year 2017),  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: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  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: 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 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: 3,291 (year 2017),  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: 4.6m (15.1ft)

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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: 4,207 (year 2017),  Truck Traffic: 50%,  Features Intersected: RAMP Q;RAMP R,  Facility Carried by Structure: RAMP EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.6m (15.1ft)

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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: 16,053 (year 2017),  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: 122.0m (400.3ft),  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: Good,  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: 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: 0.99m (3.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 10878,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.031667,  Lng: -75.588367),  Route carried "under" structure: Ramp State highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 622 (year 2017),  Truck Traffic: 8%,  Features Intersected: US RTE 30;RAMP U,  Facility Carried by Structure: RAMP T
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 10878,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.031667,  Lng: -75.588367),  Route carried "under" structure: US 30B,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 7,404 (year 2017),  Truck Traffic: 7%,  Features Intersected: US RTE 30;RAMP U,  Facility Carried by Structure: RAMP T
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 28.976,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 10878,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.031667,  Lng: -75.588367),  Route carried "under" structure: US 30B,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 7,404 (year 2017),  Truck Traffic: 7%,  Features Intersected: US RTE 30;RAMP U,  Facility Carried by Structure: RAMP T
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 28.976,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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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: 15,373 (year 2017),  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: 122.0m (400.3ft),  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: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 10879,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.033117,  Lng: -75.584461),  Route carried "under" structure: US 30,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 12,674 (year 2017),  Truck Traffic: 4%,  Features Intersected: ROUTE 30;RAMPS S & X,  Facility Carried by Structure: RAMP EB
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 34.372,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 10879,  Location: 30/202 INTERCHNG 22D10 (Lat: 40.033117,  Lng: -75.584461),  Route carried "under" structure: US 30,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 6,312 (year 2017),  Truck Traffic: 6%,  Features Intersected: ROUTE 30;RAMPS S & X,  Facility Carried by Structure: RAMP EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 34.256,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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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: 4,284 (year 2017),  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: 30.45m (99.90ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 2.9m (9.5ft),  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: Good,  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: Better than 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 2016,  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: 4445,  Location: .7MI.S.of PA 401 3474E02 (Lat: 40.043267,  Lng: -75.570769),  Route carried "under" structure: US 202,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 35,347 (year 2017),  Truck Traffic: 9%,  Features Intersected: US 202 BYPASS,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 17.778,  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: 2.9m (9.5ft)

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Structure Number: 4445,  Location: .7MI.S.of PA 401 3474E02 (Lat: 40.043267,  Lng: -75.570769),  Route carried "under" structure: US 202,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 36,606 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 202 BYPASS,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 17.785,  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: 2.9m (9.5ft)

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