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

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Structure Number: 1400832,  Location: 0.21 MI WEST OF NJ 15 (Lat: 40.931189,  Lng: -74.594781),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,651 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,781 (year 2041),  Design Load: HL 93,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: BERKSHIRE VALLEY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.635,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 1400965,  Location: 0.5 MI. SOUTH OF RTE 80 (Lat: 40.904719,  Lng: -74.599281),  Route carried "on" structure: County highway 642,  Year Built: 1928,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,739 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,003 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $115,000,  Total Project Cost: $259,000 ( Estimate for 2021),  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: 1400992,  Location: .2 MI EAST OF RANDOLPH AV (Lat: 40.873689,  Lng: -74.592550),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 158 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 193 (year 2041),  Features Intersected: JACKSON BROOK,  Facility Carried by Structure: INDIAN FALLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $505,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400999,  Location: 0.25 MI S OF CO 642 (Lat: 40.903861,  Lng: -74.589961),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,884 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,299 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: W CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 55.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1401002,  Location: .3 MILES S OF RTE 46 (Lat: 40.880631,  Lng: -74.655669),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,931 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,577 (year 2041),  Features Intersected: LEDGEWOOD BROOK,  Facility Carried by Structure: EMMANS ROAD
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),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 84.4 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1401004,  Location: .5 MILES SOUTH OF I-80 (Lat: 40.903561,  Lng: -74.578139),  Route carried "on" structure: County highway 634,  Year Built: 1950,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 11,252 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,730 (year 2041),  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $277,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 140315,  Location: 0.40 MI SOUTH I-80 (Lat: 40.904319,  Lng: -74.567819),  Route carried "on" structure: State highway 15,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 26,521 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,825 (year 2040),  Design Load: HS 20,  Features Intersected: BRNT MEADOW (GRN PD) BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  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: 20.6m (67.6ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $392,000,  Total Project Cost: $451,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1403152,  Location: 0.24 MI. NO. OF I-80 (Lat: 40.911839,  Lng: -74.574619),  Route carried "on" structure: State highway 15,  Year Built: 1958,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 26,980 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,376 (year 2040),  Design Load: HS 20,  Features Intersected: ABAND MT HOPE MINERAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $957,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,597,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1403153,  Location: 0.24 MI. NO. OF I-80 (Lat: 40.911269,  Lng: -74.575269),  Route carried "on" structure: State highway 15,  Year Built: 1958,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 28,085 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,702 (year 2040),  Design Load: HS 20,  Features Intersected: ABAND MT HOPE MINERAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $242,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1404151,  Location: 0.46 MI. NO. OF 80 (Lat: 40.912550,  Lng: -74.578181),  Route carried "on" structure: State highway 15,  Year Built: 1943,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 28,085 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,702 (year 2040),  Features Intersected: RAMP TO NJ 15 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.991,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $142,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1404154,  Location: 0.62 mi N of I-80 (Lat: 40.915181,  Lng: -74.580631),  Route carried "on" structure: City street ,  Year Built: 1943,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,920 (year 2041),  Features Intersected: NJ 15 NB,  Facility Carried by Structure: PARKER RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 51.7 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,710,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $2,646,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1404155,  Location: .63 MILES N OF I-80 (Lat: 40.915181,  Lng: -74.580731),  Route carried "on" structure: Ramp State highway 15,  Year Built: 1943,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,980 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,640 (year 2041),  Features Intersected: GREEN POND BROOK,  Facility Carried by Structure: PARKER ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1404156,  Location: 0.84 MI. NORTH OF I-80 (Lat: 40.916289,  Lng: -74.582039),  Route carried "on" structure: State highway 15,  Year Built: 1943,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 27,218 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,662 (year 2040),  Features Intersected: GREEN POND BR ROCKAWAY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.490,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $138,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1404157,  Location: 2.15 MI. NO. OF RT.80 (Lat: 40.934539,  Lng: -74.590261),  Route carried "on" structure: State highway 15,  Year Built: 1964,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 26,889 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,267 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1404158,  Location: 2.2 MI. N. OF ROUTE 80 (Lat: 40.934461,  Lng: -74.591489),  Route carried "on" structure: State highway 15,  Year Built: 1900,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 35,595 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,267 (year 2040),  Features Intersected: ROCKWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,439,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1412171,  Location: 1.9 MI WEST OF NJ 15 (Lat: 40.904561,  Lng: -74.609989),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 58,755 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,505 (year 2041),  Design Load: HL 93,  Features Intersected: BERKSHIRE VAL. RD & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.483,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412172,  Location: 1.9 MI WEST OF NJ 15 (Lat: 40.905189,  Lng: -74.609419),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 58,755 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,505 (year 2041),  Design Load: HL 93,  Features Intersected: BERKSHIRE VLY RD & AB.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.483,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $930,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $1,432,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412173,  Location: 1.6 MI WEST OF RT 15 JCT (Lat: 40.906831,  Lng: -74.602100),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 1,472 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,792 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-80,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412174,  Location: 1.95 MI E OF EXIT 30 JCT (Lat: 40.907569,  Lng: -74.599631),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 57,572 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,238 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.416,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Underwater Inspection Date: May 2018,  Bridge Improvement Cost: $1,844,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $2,913,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1412175,  Location: 1.45 MI WEST OF NJ RT 15 (Lat: 40.908369,  Lng: -74.598700),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 58,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,000 (year 2040),  Design Load: HL 93,  Features Intersected: ROCKAWAY RIVER
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 52.416,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $1,898,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $2,240,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1412176,  Location: 0.5 MI W OF NJ 15 (Lat: 40.907731,  Lng: -74.580419),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 51,800 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,200 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH MAIN ST. (CR 634)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.042,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $277,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1412177,  Location: 0.5 Mi. West of NJ 15 (Lat: 40.907931,  Lng: -74.580139),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 50,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,250 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH MAIN ST. (CR 634)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.042,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1412178,  Location: 0.15 Mi. WEST OF RT 15 (Lat: 40.908389,  Lng: -74.575381),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 51,750 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,140 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED MT HOPE MIN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.492,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1412179,  Location: 0.15 Mi. WEST OF RT 15 (Lat: 40.908881,  Lng: -74.574931),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 50,160 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,195 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED MT HOPE MIN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.492,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141315,  Location: AT I-80 EXIT 34 (Lat: 40.908981,  Lng: -74.572031),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 54,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.766,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413151,  Location: 3.4 MI E OF CR 615 (Lat: 40.909211,  Lng: -74.572161),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 54,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.766,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,329,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $3,306,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413152,  Location: .15 M E OF MT HOPE MIN RR (Lat: 40.910489,  Lng: -74.572831),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 6,582 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,031 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 15 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.750,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 64.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 1413153,  Location: AT I-80 EXIT 34 (Lat: 40.909489,  Lng: -74.569100),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 54,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 15 RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.007,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413154,  Location: AT I-80 EXIT 34 (Lat: 40.909631,  Lng: -74.569781),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 54,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,400 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 15 RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.007,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413155,  Location: 0.3 M. East of NJ 15 (Lat: 40.910311,  Lng: -74.567239),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1958,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 23,050 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREEN POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1413156,  Location: 0.3 MI EAST OF RTE 15 (Lat: 40.909800,  Lng: -74.566981),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 61,290 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 73,548 (year 2039),  Design Load: HS 20,  Features Intersected: BURNT MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.217,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413157,  Location: 0.3 MI EAST OF RTE 15 (Lat: 40.910039,  Lng: -74.567131),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 106,990 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 130,550 (year 2039),  Design Load: HS 20,  Features Intersected: BURNT MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.217,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1413158,  Location: 0.29 MILES E OF NJ 15 (Lat: 40.909211,  Lng: -74.566669),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1958,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 37,513 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,016 (year 2041),  Design Load: HS 20,  Features Intersected: BURNT MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 1465154,  Location: 1.22 MI N of US RTE 46 (Lat: 40.901889,  Lng: -74.580450),  Route carried "on" structure: County highway 634,  Year Built: 1991,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 19,331 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,587 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Morristown Line MP 40.17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.8m (32.2ft),  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: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 1465156,  Location: 0.88 MI S of RT 15 (Lat: 40.904539,  Lng: -74.586950),  Route carried "on" structure: County highway 642,  Year Built: 1935,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 5,738 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,002 (year 2041),  Design Load: H 20,  Features Intersected: Morristown Line MP 40.50,  Facility Carried by Structure: West Dewey Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.630,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $16,958,000,  Roadway Improvement Cost: $4,240,000,  Total Project Cost: $63,594,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1404151,  Location: 0.46 MI. NO. OF 80 (Lat: 40.912550,  Lng: -74.578181),  Route carried "under" structure: Ramp US 15,  Year Built: 1943,  Structure Length: 0. m,  Average Daily Traffic: 5,622 (year 2018),  Truck Traffic: 4%,  Features Intersected: RAMP TO NJ 15 NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 4.039,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1404154,  Location: 0.62 mi N of I-80 (Lat: 40.915181,  Lng: -74.580631),  Route carried "under" structure: State highway 15,  Year Built: 1943,  Structure Length: 0. m,  Average Daily Traffic: 27,230 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 15 NB,  Facility Carried by Structure: PARKER RD WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1412171,  Location: 1.9 MI WEST OF NJ 15 (Lat: 40.904561,  Lng: -74.609989),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,585 (year 2021),  Truck Traffic: 3%,  Features Intersected: BERKSHIRE VAL. RD & RR,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 0.756,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1412172,  Location: 1.9 MI WEST OF NJ 15 (Lat: 40.905189,  Lng: -74.609419),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,585 (year 2021),  Truck Traffic: 3%,  Features Intersected: BERKSHIRE VLY RD & AB.RR,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 0.756,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1412173,  Location: 1.6 MI WEST OF RT 15 JCT (Lat: 40.906831,  Lng: -74.602100),  Route carried "under" structure: Interstate 80,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 116,250 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-80,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 52.159,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1412176,  Location: 0.5 MI W OF NJ 15 (Lat: 40.907731,  Lng: -74.580419),  Route carried "under" structure: County highway 634,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,365 (year 2020),  Truck Traffic: 4%,  Features Intersected: NORTH MAIN ST. (CR 634),  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.816,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1412177,  Location: 0.5 Mi. West of NJ 15 (Lat: 40.907931,  Lng: -74.580139),  Route carried "under" structure: County highway 634,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,365 (year 2020),  Truck Traffic: 4%,  Features Intersected: NORTH MAIN ST. (CR 634),  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.816,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 141315,  Location: AT I-80 EXIT 34 (Lat: 40.908981,  Lng: -74.572031),  Route carried "under" structure: State highway 15,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 26,780 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 15,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1413151,  Location: 3.4 MI E OF CR 615 (Lat: 40.909211,  Lng: -74.572161),  Route carried "under" structure: State highway 15,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 26,780 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 15,  Facility Carried by Structure: I-80 WESTBOUND
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.299,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1413152,  Location: .15 M E OF MT HOPE MIN RR (Lat: 40.910489,  Lng: -74.572831),  Route carried "under" structure: State highway 15,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 33,435 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 15 NB,  Facility Carried by Structure: I-80 RAMP D
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 3.476,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)