Bridge Statistics for Lodi, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 20031B,  Location: 0.03 MI. E OF 1ST STREET (Lat: 40.873333,  Lng: -74.088611),  Route carried "on" structure: County highway 40,  Year Built: 1902,  Year Reconstructed: 1971,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 17,893 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,471 (year 2026),  Design Load: H 15,  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2006,  Critical Feature Inspection Date: Febuary 2006,  Other Special Inspection Date: Febuary 2007,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $1,200,000,  Total Project Cost: $2,400,000 ( Estimate for 2004),  Deck Structure Type: Open Grating

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Structure Number: 20031C,  Location: 0.22 MI E OF CR 40 (Lat: 41.036214,  Lng: -74.090317),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,040 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,652 (year 2026),  Design Load: HS 25,  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: TERRACE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  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: 20031D,  Location: 422' W. OF CR 40 (Lat: 40.876667,  Lng: -74.086667),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,224 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,468 (year 2026),  Design Load: HS 25,  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: ARNOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  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: 20031E,  Location: .1 MI. NORTH OF US46 (Lat: 40.883333,  Lng: -74.083333),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,065 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,831 (year 2026),  Design Load: HS 20,  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: BORIG PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.0 metric tons,  Inventory Rating: 35.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 20031F,  Location: 0.56 MI EAST OF US RT 46 (Lat: 40.888333,  Lng: -74.081667),  Route carried "on" structure: County highway 42,  Year Built: 1976,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 13,659 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,390 (year 2026),  Design Load: HS 20,  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.444,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220155,  Location: 1.6 MILES EAST OF GSP (Lat: 40.886758,  Lng: -74.091653),  Route carried "on" structure: County highway 42,  Year Built: 1936,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 10,030 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,098 (year 2027),  Features Intersected: U.S.ROUTE 46,  Facility Carried by Structure: OUTWATER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220157,  Location: 2.1 MILES EAST OF GSP (Lat: 40.882617,  Lng: -74.084583),  Route carried "on" structure: US 46,  Year Built: 1936,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 58,948 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,916 (year 2026),  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.037,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220158,  Location: 1.5 MILES WEST OF RT 17 (Lat: 40.882217,  Lng: -74.086667),  Route carried "on" structure: US 46,  Year Built: 1936,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 63,561 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 76,273 (year 2026),  Features Intersected: MAIN STREET(CNTY RT 61)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.134,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 225167,  Location: 0.6 MI WEST OF RTE 17SB (Lat: 40.892778,  Lng: -74.075556),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 11,950 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,750 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-80,  Facility Carried by Structure: RIVERVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Inventory Rating: 52.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $538,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $808,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22615,  Location: 0.69 MI W OF S SUMMIT AVE (Lat: 40.885833,  Lng: -74.068611),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 34,270 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,000 (year 2027),  Design Load: HS 25,  Features Intersected: 17 SB,GREGG ST,NYS&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.690,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 70.6m (231.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 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: 226151,  Location: 3.4 MI WEST OF RTE I-95 (Lat: 40.885944,  Lng: -74.068556),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 145,100 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 177,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RTE 17SB, GREGG ST & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.738,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 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: 220155,  Location: 1.6 MILES EAST OF GSP (Lat: 40.886758,  Lng: -74.091653),  Route carried "under" structure: US 46,  Year Built: 1936,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 71,555 (year 2007),  Truck Traffic: 4%,  Features Intersected: U.S.ROUTE 46,  Facility Carried by Structure: OUTWATER LANE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 106.265,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 220158,  Location: 1.5 MILES WEST OF RT 17 (Lat: 40.882217,  Lng: -74.086667),  Route carried "under" structure: County highway 61,  Year Built: 1936,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 6,200 (year 2006),  Truck Traffic: 4%,  Features Intersected: MAIN STREET(CNTY RT 61),  Facility Carried by Structure: RT US 46
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 3.524,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 225167,  Location: 0.6 MI WEST OF RTE 17SB (Lat: 40.892778,  Lng: -74.075556),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 125,442 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-80,  Facility Carried by Structure: RIVERVIEW AVENUE
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 102.708,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 22615,  Location: 0.69 MI W OF S SUMMIT AVE (Lat: 40.885833,  Lng: -74.068611),  Route carried "under" structure: State highway 17,  Year Built: 1962,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 53,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: 17 SB,GREGG ST,NYS&W RR,  Facility Carried by Structure: I-80 EB LOCAL
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 15.949,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 22615,  Location: 0.69 MI W OF S SUMMIT AVE (Lat: 40.885833,  Lng: -74.068611),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 1,130 (year 2007),  Truck Traffic: 1%,  Features Intersected: 17 SB,GREGG ST,NYS&W RR,  Facility Carried by Structure: I-80 EB LOCAL
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.6m (231.6ft)

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Structure Number: 226151,  Location: 3.4 MI WEST OF RTE I-95 (Lat: 40.885944,  Lng: -74.068556),  Route carried "under" structure: State highway 17,  Year Built: 1963,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 85,400 (year 2005),  Truck Traffic: 4%,  Features Intersected: RTE 17SB, GREGG ST & RR,  Facility Carried by Structure: I-80 EXPRESS
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 15.949,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 226151,  Location: 3.4 MI WEST OF RTE I-95 (Lat: 40.885944,  Lng: -74.068556),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 1,770 (year 2005),  Truck Traffic: 3%,  Features Intersected: RTE 17SB, GREGG ST & RR,  Facility Carried by Structure: I-80 EXPRESS
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)