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

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Structure Number: 920020144,  Location: .2MI.SOUTH US-13 42K12 (Lat: 40.097056,  Lng: -74.869908),  Route carried "on" structure: State highway ,  Year Built: 1912,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 6,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,607 (year 2013),  Design Load: H 15,  Features Intersected: OTTER CREEK,  Facility Carried by Structure: OTTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.921,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 47.2 metric tons,  Inventory Rating: 23.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Other Special Inspection Date: March 2006,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $1,407,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 92002017,  Location: BRISTOL BOROUGH 43C11 (Lat: 40.100500,  Lng: -74.845114),  Route carried "on" structure: State highway ,  Year Built: 1911,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,635 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,678 (year 2013),  Design Load: H 15,  Features Intersected: ADAMS HOLLOW CREEK,  Facility Carried by Structure: RADCLIFFE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.551,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9202900102385,  Location: 1MI.NORTH US 13 42K11 (Lat: 40.102972,  Lng: -74.863861),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 14,787 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,497 (year 2013),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Underwater Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 92029007,  Location: .5MI.TULLYTOWN BO. 42J04 (Lat: 40.138917,  Lng: -74.874611),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 12,484 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,501 (year 2013),  Design Load: H 15,  Features Intersected: QUEEN ANNE CREEK,  Facility Carried by Structure: OXFORD VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.978,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 60,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2007,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $745,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9710199910001,  Location: BURLINGTON-BRISTOL 46K01 (Lat: 40.081667,  Lng: -74.870000),  Route carried "on" structure: State highway 413,  Year Built: 1930,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 70.13m (230.09ft),  Average Daily Traffic: 23,662 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,000 (year 2008),  Design Load: H 15,  Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 41.2m (135.2ft), Horizontal Clearance: 152.4m (500.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 164.6m (540.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Excellent,  Operating Rating: 39.0 metric tons,  Inventory Rating: 27.2 metric tons,  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: 16.50m (54.13ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $1,377,000,  Roadway Improvement Cost: $4,057,000,  Total Project Cost: $18,594,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 972769903571,  Location: NEAR BRISTOL (Lat: 40.125167,  Lng: -74.864819),  Route carried "on" structure: State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 12,484 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,800 (year 2012),  Design Load: H 15,  Features Intersected: PA TURNPIKE(I-276)DB-247,  Facility Carried by Structure: LR 09017,SR 2029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.198,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 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: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $739,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9727699035732,  Location: WEST OF DELAWARE VAL INTG (Lat: 40.125000,  Lng: -74.860000),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 46,280 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 41,500 (year 2012),  Design Load: H 15,  Features Intersected: MILL CREEK;DB-248
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: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $417,000,  Total Project Cost: $1,911,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 972769903577,  Location: DELAWARE VALLEY INTERCHG (Lat: 40.123333,  Lng: -74.858333),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 38,184 (year 2001),  Truck Traffic: 18%,  Average Future Daily Traffic: 39,600 (year 2012),  Design Load: H 15,  Features Intersected: PA TURNPIKE RAMPS:DB-250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $642,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9727699035791,  Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333,  Lng: -74.850000),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 46,280 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 40,800 (year 2012),  Design Load: H 15,  Features Intersected: T-346,BLOMSDAL RD;DB-249,  Facility Carried by Structure: TURNPIKE EAST & WE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 46.3 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: Somewhat better than minimum adequacy,  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: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $918,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9727699035795,  Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333,  Lng: -74.848333),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 46,280 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 40,800 (year 2012),  Design Load: H 15,  Features Intersected: BRISTOL IND.RR:DB-252
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $408,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9727699035817,  Location: DELA RIVER BRIDGE PLAZA (Lat: 40.118333,  Lng: -74.846667),  Route carried "on" structure: Ramp Interstate 276,  Year Built: 1954,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 42,834 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,400 (year 2012),  Design Load: H 15,  Features Intersected: T-317 :DB-251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9727699035823,  Location: DELA.VALLEY INTER. 43C08 (Lat: 40.116667,  Lng: -74.846667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1956,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 246 (year 2008),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,200 ,  Design Load: H 15,  Features Intersected: BRISTOL PIKE,RT13;DB-255,  Facility Carried by Structure: RAMP A;PA.TPK(276)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 31 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: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  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: April 2008,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: 97401001,  Location: Bristol,  Route carried "on" structure: ,  Year Built: 1920,  Structure Length: 2.19m (7.19ft),  Features Intersected: Otter Creek,  Facility Carried by Structure: Old Route 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Skew: 9 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 6.1m (20.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000

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Structure Number: 9740100100001,  Location: POND ST /DELAWARE 43A12 (Lat: 40.096797,  Lng: -74.860000),  Route carried "on" structure: Alternate County highway ,  Year Built: 1883,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,135 (year 2008),  Average Future Daily Traffic: 5,790 (year 2028),  Design Load: H 15,  Features Intersected: DELAWARE CANAL,  Facility Carried by Structure: POND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Underwater Inspection Date: April 2008,  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: 972769903571,  Location: NEAR BRISTOL (Lat: 40.125167,  Lng: -74.864819),  Route carried "under" structure: Interstate 276,  Year Built: 1954,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 46,280 (year 2004),  Truck Traffic: 15%,  Features Intersected: PA TURNPIKE(I-276)DB-247,  Facility Carried by Structure: LR 09017,SR 2029
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 972769903577,  Location: DELAWARE VALLEY INTERCHG (Lat: 40.123333,  Lng: -74.858333),  Route carried "under" structure: Ramp Interstate 2760,  Year Built: 1954,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,901 (year 1997),  Truck Traffic: 17%,  Features Intersected: PA TURNPIKE RAMPS:DB-250,  Facility Carried by Structure: PA TURNPIKE(I-276)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 9727699035791,  Location: EAST OF DELAWARE VAL INTG (Lat: 40.123333,  Lng: -74.850000),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-346,BLOMSDAL RD;DB-249,  Facility Carried by Structure: TURNPIKE EAST & WE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 9727699035817,  Location: DELA RIVER BRIDGE PLAZA (Lat: 40.118333,  Lng: -74.846667),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-317 :DB-251,  Facility Carried by Structure: PA TPK(I-276)RP.AB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 9727699035823,  Location: DELA.VALLEY INTER. 43C08 (Lat: 40.116667,  Lng: -74.846667),  Route carried "under" structure: US 13,  Year Built: 1956,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 16,241 (year 2008),  Truck Traffic: 9%,  Features Intersected: BRISTOL PIKE,RT13;DB-255,  Facility Carried by Structure: RAMP A;PA.TPK(276)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 13.422,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 9727699035823,  Location: DELA.VALLEY INTER. 43C08 (Lat: 40.116667,  Lng: -74.846667),  Route carried "under" structure: US 13,  Year Built: 1956,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 15,659 (year 2008),  Truck Traffic: 10%,  Features Intersected: BRISTOL PIKE,RT13;DB-255,  Facility Carried by Structure: RAMP A;PA.TPK(276)
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 13.403,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)