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

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Structure Number: 1600039,  Location: 0.5 E OF UNION BLVD/CR646 (Lat: 40.903333,  Lng: -74.201667),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 1973,  Status: Closed,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 5,250 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,100 (year 2025),  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: HILLERY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Very good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: May 2003,  Underwater Inspection Date: June 2003,  Other Special Inspection Date: May 2006,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $9,000 ( Estimate for 2005),  Deck Structure Type: Open Grating

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Structure Number: 1600321,  Location: NORTH OF MADISON ROAD (Lat: 40.909953,  Lng: -74.241417),  Route carried "on" structure: County highway 640,  Year Built: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 38,710 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,580 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NAACHTPUNKT BROOK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 1.883,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1606156,  Location: 0.7 MILES EAST OF RT 23 (Lat: 40.895000,  Lng: -74.236667),  Route carried "on" structure: County highway 640,  Year Built: 1948,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 29,581 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,412 (year 2027),  Design Load: HS 25,  Features Intersected: ROUTE US RT46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.621,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Inspection Date: July 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: 1606157,  Location: 1.2 MILES EAST OF RT 23 (Lat: 40.893333,  Lng: -74.226667),  Route carried "on" structure: City street 646,  Year Built: 2006,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 29,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE US 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.9 metric tons,  Inventory Rating: 45.4 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable 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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1609155,  Location: 0.78 MI EAST OF NJ RT 23 (Lat: 40.899267,  Lng: -74.237950),  Route carried "on" structure: Interstate 80,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 144,549 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 173,459 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RIVERVIEW DRIVE (CR 640)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.548,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 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: Equal to 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1609156,  Location: 0.92 MI EAST OF NJ RT 23 (Lat: 40.899642,  Lng: -74.235625),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 144,550 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 176,205 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.774,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,678,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $2,650,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1609157,  Location: 1.0 MI EAST OF RTE 23 (Lat: 40.899106,  Lng: -74.231344),  Route carried "on" structure: County highway 642,  Year Built: 1970,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 3,220 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,870 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-80,  Facility Carried by Structure: MINNISINK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $631,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1609158,  Location: 1.5 MI EAST OF RTE 23 (Lat: 40.896528,  Lng: -74.223161),  Route carried "on" structure: State highway 62,  Year Built: 1970,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 14,605 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,525 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-80,  Facility Carried by Structure: UNION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1609159,  Location: 0.1 MI SOUTH OF RTE I-80 (Lat: 40.895833,  Lng: -74.223333),  Route carried "on" structure: County highway 646,  Year Built: 1969,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 32,388 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,866 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1610153,  Location: 2.6 MI EAST OF RTE 23 (Lat: 40.896092,  Lng: -74.201717),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 23.38m (76.71ft),  Average Daily Traffic: 147,500 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 196,655 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PASSAIC RIV & LOCAL STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.670,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.40m (76.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Underwater Inspection Date: January 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $120,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1651161,  Location: 0.1 MI SOUTH OF I-80 (Lat: 40.896708,  Lng: -74.230028),  Route carried "on" structure: County highway 642,  Year Built: 1916,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 14,982 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,978 (year 2027),  Features Intersected: TOTOWA SPUR RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 1651162,  Location: 0.13 M. NORTH OF I-80 (Lat: 40.901667,  Lng: -74.240000),  Route carried "on" structure: County highway 640,  Year Built: 1941,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 7,530 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,280 (year 2025),  Design Load: HS 20,  Features Intersected: TOTOWA SPUR (NS),  Facility Carried by Structure: RIVERVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 4,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Critical Feature 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: 1606156,  Location: 0.7 MILES EAST OF RT 23 (Lat: 40.895000,  Lng: -74.236667),  Route carried "under" structure: US 46,  Year Built: 1948,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 144,127 (year 2007),  Truck Traffic: 4%,  Features Intersected: ROUTE US RT46,  Facility Carried by Structure: RIVRVIEW DR(CR 640
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 91.765,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1606157,  Location: 1.2 MILES EAST OF RT 23 (Lat: 40.893333,  Lng: -74.226667),  Route carried "under" structure: US 46,  Year Built: 2006,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 121,068 (year 2006),  Truck Traffic: 4%,  Features Intersected: ROUTE US 46
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 92.666,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 1609155,  Location: 0.78 MI EAST OF NJ RT 23 (Lat: 40.899267,  Lng: -74.237950),  Route carried "under" structure: County highway 640,  Year Built: 1967,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 4,120 (year 2007),  Truck Traffic: 4%,  Features Intersected: RIVERVIEW DRIVE (CR 640),  Facility Carried by Structure: ROUTE I-80
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.309,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 1609157,  Location: 1.0 MI EAST OF RTE 23 (Lat: 40.899106,  Lng: -74.231344),  Route carried "under" structure: Interstate 80,  Year Built: 1970,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 143,130 (year 2006),  Features Intersected: I-80,  Facility Carried by Structure: MINNISINK RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 88.079,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1609158,  Location: 1.5 MI EAST OF RTE 23 (Lat: 40.896528,  Lng: -74.223161),  Route carried "under" structure: Interstate 80,  Year Built: 1970,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 143,130 (year 2006),  Features Intersected: ROUTE I-80,  Facility Carried by Structure: UNION BLVD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 88.852,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1610153,  Location: 2.6 MI EAST OF RTE 23 (Lat: 40.896092,  Lng: -74.201717),  Route carried "under" structure: County highway 640,  Year Built: 1969,  Structure Length: 23.38m (76.71ft),  Average Daily Traffic: 3,225 (year 2005),  Truck Traffic: 4%,  Features Intersected: PASSAIC RIV & LOCAL STS,  Facility Carried by Structure: RTE I-80
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 8.047,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1610153,  Location: 2.6 MI EAST OF RTE 23 (Lat: 40.896092,  Lng: -74.201717),  Route carried "under" structure: County highway 639,  Year Built: 1969,  Structure Length: 23.38m (76.71ft),  Average Daily Traffic: 2,700 (year 2005),  Truck Traffic: 4%,  Features Intersected: PASSAIC RIV & LOCAL STS,  Facility Carried by Structure: RTE I-80
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 3.058,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)