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

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Structure Number: 140084,  Location: 1.97 miles north of NJ 15 (Lat: 40.954111,  Lng: -74.570831),  Route carried "on" structure: County highway 699,  Year Built: 1997,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 10,434 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,520 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ROCKAWAY RIVER,  Facility Carried by Structure: BERKSHIRE VALLEYRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 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: 1400903,  Location: 150' EAST OF CR 513 (Lat: 40.930400,  Lng: -74.486969),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,846 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,415 (year 2041),  Features Intersected: HIBERNIA BROOK,  Facility Carried by Structure: MERIDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400904,  Location: 2MI NE OF I-80&CR513 JCT (Lat: 40.931431,  Lng: -74.479589),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 2020,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 152 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 185 (year 2041),  Features Intersected: BEAVER BROOK,  Facility Carried by Structure: OLD BEACH GLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 88.0 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $140,000,  Total Project Cost: $140,000 ( Estimate for 2019),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1400907,  Location: 0.5MI NE OF I-80 EXIT 37 (Lat: 40.912269,  Lng: -74.494069),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,013 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,117 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEAVER BROOK,  Facility Carried by Structure: FORD ROAD
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Structural Evaluation: Equal to present minimum criteria,  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: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $479,000 ( 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: 1400986,  Location: 1 ML. N. OF I-80 EXIT 37 (Lat: 40.921011,  Lng: -74.503839),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 228 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 274 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Tributary to WhiteMeadow,  Facility Carried by Structure: SHERBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: July 2021

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Structure Number: 1400987,  Location: 1 ML. N. OF I-80 EXIT 37 (Lat: 40.920411,  Lng: -74.503931),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 228 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 274 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Trib White Meadow Brook,  Facility Carried by Structure: Fernwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 1413161,  Location: 1.07 MI E OF I-80 EXIT 35 (Lat: 40.910831,  Lng: -74.526811),  Route carried "on" structure: County highway 664,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 7,361 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,833 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-80,  Facility Carried by Structure: MT HOPE-ROCKAWY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $163,000 ( Estimate for 2020),  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: 1413162,  Location: 0.86 MI W OF I-80 EXIT 37 (Lat: 40.910989,  Lng: -74.519981),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 71,190 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 85,428 (year 2040),  Design Load: HS 20,  Features Intersected: STONEY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.176,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1413163,  Location: 1.44 MI E.OF I-80,EXIT 35 (Lat: 40.911369,  Lng: -74.519511),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 73,812 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 88,574 (year 2040),  Design Load: HS 20,  Features Intersected: STONEY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.176,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 1413166,  Location: 2.3 MI E OF I-80 EXIT 35 (Lat: 40.909169,  Lng: -74.503839),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 146,437 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 175,724 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREEN POND ROAD (RT 513)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.560,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1413167,  Location: AT I-80 EXIT-37 (Lat: 40.909381,  Lng: -74.503250),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 63,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,226 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 513(GREEN POND RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.560,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1413168,  Location: 0.1 MI E OF I-80 EXIT 37 (Lat: 40.908689,  Lng: -74.502781),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 59,350 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 72,407 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Morristown & Erie RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1413169,  Location: 1.2 MI WEST OF RTE 46 (Lat: 40.908869,  Lng: -74.502181),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 63,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,226 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Morristown & Erie RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 37.2 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1413161,  Location: 1.07 MI E OF I-80 EXIT 35 (Lat: 40.910831,  Lng: -74.526811),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 146,437 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-80,  Facility Carried by Structure: MT HOPE-ROCKAWY RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 58.580,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1413162,  Location: 0.86 MI W OF I-80 EXIT 37 (Lat: 40.910989,  Lng: -74.519981),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,830 (year 2020),  Truck Traffic: 1%,  Features Intersected: STONEY BROOK ROAD,  Facility Carried by Structure: I-80 EASTBOUND
Minimum Vertical Clearance: 8.58m (28.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 1413163,  Location: 1.44 MI E.OF I-80,EXIT 35 (Lat: 40.911369,  Lng: -74.519511),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,830 (year 2020),  Truck Traffic: 1%,  Features Intersected: STONEY BROOK ROAD,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 1413166,  Location: 2.3 MI E OF I-80 EXIT 35 (Lat: 40.909169,  Lng: -74.503839),  Route carried "under" structure: County highway 513,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,319 (year 2020),  Truck Traffic: 4%,  Features Intersected: GREEN POND ROAD (RT 513),  Facility Carried by Structure: I-80 EB & RAMP F
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 72.968,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1413167,  Location: AT I-80 EXIT-37 (Lat: 40.909381,  Lng: -74.503250),  Route carried "under" structure: County highway 513,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,890 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR 513(GREEN POND RD),  Facility Carried by Structure: I-80 WESTBOUND
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 72.968,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)