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

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Structure Number: 9061100802339,  Location: S.LR09049 EDISON 29B05 (Lat: 40.276861,  Lng: -75.127561),  Route carried "on" structure: State highway 611,  Year Built: 1963,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 38,734 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,511 (year 2013),  Design Load: H 15,  Features Intersected: NESHAMINY CREEK,  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.669,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  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: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9061100900654,  Location: N.LR09049 EDISON 29B04 (Lat: 40.283333,  Lng: -75.126667),  Route carried "on" structure: State highway 611,  Year Built: 1937,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 44,746 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,748 (year 2011),  Design Load: H 20,  Features Intersected: BRANCH NESHAMINY CREEK,  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.804,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Poor,  Culverts: Fair,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: Febuary 2008

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Structure Number: 9100100100477,  Location: US 611 BYPASS 29B03 (Lat: 40.287056,  Lng: -75.127047),  Route carried "on" structure: State highway ,  Year Built: 1973,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 6,791 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,613 (year 2013),  Design Load: H 15,  Features Intersected: TURK ROAD(T389),  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9100100111789,  Location: US 611 BYPASS 29A03 (Lat: 40.288750,  Lng: -75.129797),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 5,998 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,612 (year 2012),  Design Load: H 15,  Features Intersected: 611 BY-PASS,  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9100601601661,  Location: DANBORO 22K05 (Lat: 40.350722,  Lng: -75.137058),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 8,839 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,500 (year 2012),  Design Load: H 15,  Features Intersected: EASTON ROAD,  Facility Carried by Structure: FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.344,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9202500421261,  Location: NR.LOWER STATE RD. 28F06 (Lat: 40.268333,  Lng: -75.165000),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,256 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,691 (year 2013),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BRISTOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.178,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: 92194001,  Location: SOUTH DOYLESTOWN 29A02 (Lat: 40.291667,  Lng: -75.133333),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 2,325 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,920 (year 2012),  Design Load: H 15,  Features Intersected: DOYLESTOWN BYPASS,  Facility Carried by Structure: NEW BRITAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  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: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.63m (31.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $329,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 92198001,  Location: S.E.DOYLESTOWN 23D12 (Lat: 40.310000,  Lng: -75.111667),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 1,821 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,380 (year 2012),  Design Load: H 15,  Features Intersected: DOYLESTOWN BYPASS(US202),  Facility Carried by Structure: EAST ROAD (T350)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9400900102672,  Location: NORTH DOYLESTOWN 22K09 (Lat: 40.326583,  Lng: -75.138661),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 6,060 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,125 (year 2013),  Design Load: H 15,  Features Intersected: TR 611 BY-PASS,  Facility Carried by Structure: OLD DUBLIN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 94190001,  Location: N.END DOYLESTOWN 22J10 (Lat: 40.321667,  Lng: -75.143333),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 328 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,680 (year 2012),  Design Load: H 15,  Features Intersected: DOYLESTOWN BYPASS,  Facility Carried by Structure: BROAD STREET(T350)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $386,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9100100100477,  Location: US 611 BYPASS 29B03 (Lat: 40.287056,  Lng: -75.127047),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 350 (year 1980),  Truck Traffic: 1%,  Features Intersected: TURK ROAD(T389),  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 9100100111789,  Location: US 611 BYPASS 29A03 (Lat: 40.288750,  Lng: -75.129797),  Route carried "under" structure: State highway 611,  Year Built: 1973,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 13,365 (year 2008),  Truck Traffic: 6%,  Features Intersected: 611 BY-PASS,  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 8.531,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 9100100111789,  Location: US 611 BYPASS 29A03 (Lat: 40.288750,  Lng: -75.129797),  Route carried "under" structure: State highway 611,  Year Built: 1973,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 14,523 (year 2008),  Truck Traffic: 6%,  Features Intersected: 611 BY-PASS,  Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 8.507,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 9100601601661,  Location: DANBORO 22K05 (Lat: 40.350722,  Lng: -75.137058),  Route carried "under" structure: State highway 611,  Year Built: 1973,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 18,014 (year 2008),  Truck Traffic: 15%,  Features Intersected: EASTON ROAD,  Facility Carried by Structure: FERRY ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 15.537,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 92194001,  Location: SOUTH DOYLESTOWN 29A02 (Lat: 40.291667,  Lng: -75.133333),  Route carried "under" structure: Bypass State highway 611,  Year Built: 1973,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 13,365 (year 2008),  Truck Traffic: 6%,  Features Intersected: DOYLESTOWN BYPASS,  Facility Carried by Structure: NEW BRITAIN ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 9.215,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 92194001,  Location: SOUTH DOYLESTOWN 29A02 (Lat: 40.291667,  Lng: -75.133333),  Route carried "under" structure: Bypass State highway 611,  Year Built: 1973,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 14,523 (year 2008),  Truck Traffic: 6%,  Features Intersected: DOYLESTOWN BYPASS,  Facility Carried by Structure: NEW BRITAIN ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 9.191,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 92198001,  Location: S.E.DOYLESTOWN 23D12 (Lat: 40.310000,  Lng: -75.111667),  Route carried "under" structure: Bypass US 202,  Year Built: 1973,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 6,172 (year 2008),  Truck Traffic: 5%,  Features Intersected: DOYLESTOWN BYPASS(US202),  Facility Carried by Structure: EAST ROAD (T350)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 12.987,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 92198001,  Location: S.E.DOYLESTOWN 23D12 (Lat: 40.310000,  Lng: -75.111667),  Route carried "under" structure: Bypass US 202,  Year Built: 1973,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 5,112 (year 2008),  Truck Traffic: 4%,  Features Intersected: DOYLESTOWN BYPASS(US202),  Facility Carried by Structure: EAST ROAD (T350)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 12.994,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9400900102672,  Location: NORTH DOYLESTOWN 22K09 (Lat: 40.326583,  Lng: -75.138661),  Route carried "under" structure: Bypass State highway 611,  Year Built: 1973,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,456 (year 2008),  Truck Traffic: 7%,  Features Intersected: TR 611 BY-PASS,  Facility Carried by Structure: OLD DUBLIN PIKE
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 12.616,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 9400900102672,  Location: NORTH DOYLESTOWN 22K09 (Lat: 40.326583,  Lng: -75.138661),  Route carried "under" structure: Bypass State highway 611,  Year Built: 1973,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 14,357 (year 2008),  Truck Traffic: 7%,  Features Intersected: TR 611 BY-PASS,  Facility Carried by Structure: OLD DUBLIN PIKE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 12.603,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 94190001,  Location: N.END DOYLESTOWN 22J10 (Lat: 40.321667,  Lng: -75.143333),  Route carried "under" structure: Bypass State highway 611,  Year Built: 1973,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 15,468 (year 2008),  Truck Traffic: 6%,  Features Intersected: DOYLESTOWN BYPASS,  Facility Carried by Structure: BROAD STREET(T350)
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 11.903,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 94190001,  Location: N.END DOYLESTOWN 22J10 (Lat: 40.321667,  Lng: -75.143333),  Route carried "under" structure: Bypass State highway 611,  Year Built: 1973,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 15,140 (year 2008),  Truck Traffic: 6%,  Features Intersected: DOYLESTOWN BYPASS,  Facility Carried by Structure: BROAD STREET(T350)
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 11.893,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)