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

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Structure Number: 9003203500115,  Location: 70'FROM LR 659 25H03 (Lat: 40.357417,  Lng: -74.949539),  Route carried "on" structure: State highway 32,  Year Built: 1959,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,803 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,460 (year 2013),  Design Load: H 15,  Features Intersected: DARK HOLLOW RUN,  Facility Carried by Structure: RIVER ROAD;MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.377,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9003203501847,  Location: 1.1MI.TO LR 155 25H02 (Lat: 40.361917,  Lng: -74.950797),  Route carried "on" structure: State highway 32,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,803 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,460 (year 2013),  Design Load: H 15,  Features Intersected: AQUETONG CREEK,  Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.377,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 901790030213,  Location: NEW HOPE BORO. 25G02 (Lat: 40.364000,  Lng: -74.953219),  Route carried "on" structure: State highway 179,  Year Built: 1950,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 11,977 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,080 (year 2013),  Design Load: H 15,  Features Intersected: DELAWARE CANAL,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.107,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $577,000,  Deck Structure Type: Closed Grating

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Structure Number: 9210300901802,  Location: NEW HOPE BOROUGH 25F03 (Lat: 40.359722,  Lng: -74.964722),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,177 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,960 (year 2013),  Design Load: H 15,  Features Intersected: AQUETONG CREEK,  Facility Carried by Structure: STONEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.849,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Inventory Rating: 42.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9700900100036,  Location: STOCKTON AVE.BRDG. 25G02 (Lat: 40.362472,  Lng: -74.953194),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 800 (year 1997),  Average Future Daily Traffic: 500 (year 2013),  Design Load: HS 20,  Features Intersected: AQUETONG CREEK,  Facility Carried by Structure: STOCKTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2005,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $1,008,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9741199910005,  Location: NEW HOPE BOROUGH 25H02 (Lat: 40.365000,  Lng: -74.946667),  Route carried "on" structure: State highway 179,  Year Built: 1904,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 32.06m (105.18ft),  Average Daily Traffic: 16,000 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,804 (year 2013),  Design Load: H 15,  Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 11.8 metric tons,  Inventory Rating: 7.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 32.60m (106.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $669,000,  Deck Structure Type: Open Grating

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Structure Number: 974119991001,  Location: 1.1MI.N NEW HOPE 25H03 (Lat: 40.376667,  Lng: -74.955000),  Route carried "on" structure: US 202,  Year Built: 1971,  Status: Open,  Structure Length: 51.51m (169.00ft),  Average Daily Traffic: 9,580 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2012),  Design Load: H 15,  Features Intersected: DELRV PACANAL PCRR D&LCA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Inventory Rating: 34.5 metric tons,  Structural Evaluation: Meets minimum limits,  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: 51.50m (168.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,152,000,  Roadway Improvement Cost: $3,393,000,  Total Project Cost: $15,553,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9741199910015,  Location: 1.1 MI N OF NEW HOPE BORO (Lat: 40.375000,  Lng: -74.960000),  Route carried "on" structure: US 202,  Year Built: 1971,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 9,500 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,682 (year 2012),  Design Load: H 15,  Features Intersected: PA 32(LR 326)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Inventory Rating: 41.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 979356450246,  Location: MECHANIC STREET BRIDGE (Lat: 40.362111,  Lng: -74.951778),  Route carried "on" structure: State lands road ,  Year Built: 1832,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 370 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Design Load: H 15,  Features Intersected: DELAWARE CANAL,  Facility Carried by Structure: MECHANIC ST BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Total Project Cost: $28,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 979356450247,  Location: FERRY STREET BRG. 39B02 (Lat: 40.363333,  Lng: -74.952556),  Route carried "on" structure: State lands road ,  Year Built: 1832,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 425 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 570 (year 2026),  Design Load: H 15,  Features Intersected: DELAWARE CANAL,  Facility Carried by Structure: FERRY STREET BRDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 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: 1.1m (3.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2006,  Total Project Cost: $70,000,  Deck Structure Type: Open Grating

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Structure Number: 9741199910015,  Location: 1.1 MI N OF NEW HOPE BORO (Lat: 40.375000,  Lng: -74.960000),  Route carried "under" structure: State highway 32,  Year Built: 1971,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,555 (year 2008),  Truck Traffic: 6%,  Features Intersected: PA 32(LR 326),  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 28.888,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: Toll bridge,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 9741199910015,  Location: 1.1 MI N OF NEW HOPE BORO (Lat: 40.375000,  Lng: -74.960000),  Route carried "under" structure: State highway 32,  Year Built: 1971,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,555 (year 2008),  Truck Traffic: 6%,  Features Intersected: PA 32(LR 326),  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 28.888,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: Toll bridge,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 25.3m (83.0ft)