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

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Structure Number: 9003201300185,  Location: YARDLEY BOROUGH 33D11 (Lat: 40.245139,  Lng: -74.836861),  Route carried "on" structure: State highway 32,  Year Built: 1932,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,462 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,652 (year 2013),  Design Load: H 15,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $804,000,  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: 90032015,  Location: NORTH OF YARDLEY 33C09 (Lat: 40.255667,  Lng: -74.847972),  Route carried "on" structure: State highway 32,  Year Built: 1928,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,462 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2012),  Design Load: H 15,  Features Intersected: TRIB DELAWARE RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.758,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $513,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 903320320121,  Location: YARDLEY BOROUGH 33C11 (Lat: 40.241056,  Lng: -74.845325),  Route carried "on" structure: State highway 332,  Year Built: 1961,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 6,457 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,689 (year 2013),  Design Load: H 15,  Features Intersected: BROCK CREEK,  Facility Carried by Structure: AFTON AVENUE WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.579,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 9033203300954,  Location: YARDLEY BOROUGH 33D11 (Lat: 40.243083,  Lng: -74.838039),  Route carried "on" structure: State highway 332,  Year Built: 1932,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,300 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,079 (year 2013),  Design Load: H 15,  Features Intersected: PENNSYLVANIA CANAL,  Facility Carried by Structure: EAST AFTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.345,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000,  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: 9207101100951,  Location: IN YARDLEY BOROUGH 33D11 (Lat: 40.244139,  Lng: -74.841389),  Route carried "on" structure: State highway ,  Year Built: 1931,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 10,809 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,761 (year 2013),  Design Load: H 15,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.7m (28.5ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $848,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9700900200313,  Location: YARDLEY BOROUGH 33E12 (Lat: 40.238472,  Lng: -74.831056),  Route carried "on" structure: City street ,  Year Built: 1875,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 200 (year 1998),  Average Future Daily Traffic: 200 (year 2013),  Design Load: H 15,  Features Intersected: PENNSYLVANIA CANAL,  Facility Carried by Structure: LETCHWORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2005,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9700903510055,  Location: YARDLEY BORO 33E11 (Lat: 40.240722,  Lng: -74.835083),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 300 (year 1998),  Average Future Daily Traffic: 420 (year 2011),  Design Load: HS 20,  Features Intersected: PENNSYLVANIA CANAL,  Facility Carried by Structure: EAST COLLEGE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2005,  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: 9742299910005,  Location: .5MI.N.YARDLEY BO. 33C08 (Lat: 40.256667,  Lng: -74.848333),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 53.19m (174.51ft),  Average Daily Traffic: 40,904 (year 1999),  Truck Traffic: 11%,  Average Future Daily Traffic: 73,147 (year 2012),  Design Load: H 15,  Features Intersected: DELRVNJ29SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Inventory Rating: 33.6 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 974229991001,  Location: .5 MI.N.YARDLEY BO.33B09 (Lat: 40.256000,  Lng: -74.851961),  Route carried "on" structure: Interstate 95,  Year Built: 1961,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 53,290 (year 2008),  Truck Traffic: 33%,  Average Future Daily Traffic: 73,147 (year 2012),  Design Load: H 15,  Features Intersected: PENNA. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.130,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9742299910015,  Location: 0.5 MI N OF YARDLEY BORO (Lat: 40.253333,  Lng: -74.855000),  Route carried "on" structure: Interstate 95,  Year Built: 1961,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 22,596 (year 1993),  Truck Traffic: 10%,  Average Future Daily Traffic: 73,147 (year 2012),  Design Load: H 15,  Features Intersected: LR 09151(TAYLORSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 9742299910005,  Location: .5MI.N.YARDLEY BO. 33C08 (Lat: 40.256667,  Lng: -74.848333),  Route carried "under" structure: State highway 32,  Year Built: 1959,  Structure Length: 53.19m (174.51ft),  Average Daily Traffic: 3,462 (year 2008),  Truck Traffic: 2%,  Features Intersected: DELRVNJ29SB,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 10.758,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 9742299910015,  Location: 0.5 MI N OF YARDLEY BORO (Lat: 40.253333,  Lng: -74.855000),  Route carried "under" structure: State highway 2071,  Year Built: 1961,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 10,642 (year 2004),  Truck Traffic: 5%,  Features Intersected: LR 09151(TAYLORSVILLE RD,  Facility Carried by Structure: INTERSTATE 95 (LR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.7m (81.0ft)