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

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Structure Number: 1100024,  Location: 0.4 mile South of CR 535 (Lat: 40.243869,  Lng: -74.659539),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 6,480 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,905 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MIRY RUN,  Facility Carried by Structure: HUGHES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  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: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 62.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1137169,  Location: 0.4 MI SOUTH OF EXIT 63 (Lat: 40.227200,  Lng: -74.699000),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,496 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-295,  Facility Carried by Structure: KLOCKNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $669,000,  Total Project Cost: $865,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1137171,  Location: 3.7 MI SOUTH OF RT 1 (Lat: 40.232339,  Lng: -74.700050),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 36,437 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,500 (year 2040),  Design Load: HS 20,  Features Intersected: HAMILTON AVE. (CT.RT606)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.885,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1137172,  Location: 3.7 MI S. OF US 1 (Lat: 40.232389,  Lng: -74.700531),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 64,025 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,389 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMILTON AVENUE (CR 606)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.885,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 1137173,  Location: AT I-295 EXIT 63 (Lat: 40.232361,  Lng: -74.700689),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1974,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 13,609 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,605 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAMILTON AVE. (CR. 606),  Facility Carried by Structure: RAMP "B"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.885,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1137174,  Location: 3.6 MI SOUTH OF RT 1 (Lat: 40.233531,  Lng: -74.700250),  Route carried "on" structure: Interstate 295,  Year Built: 1974,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 30,916 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,192 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NOTTINGHAM WAY (NJ 33)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.014,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1137175,  Location: 3.6 MI SOUTH OF RT 1 (Lat: 40.233489,  Lng: -74.700739),  Route carried "on" structure: Interstate 295,  Year Built: 1974,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 32,303 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,764 (year 2041),  Design Load: HS 20,  Features Intersected: NOTTINGHAM WAY (NJ 33)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.014,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 113815,  Location: AT I-295 EXIT 64 (Lat: 40.242211,  Lng: -74.701169),  Route carried "on" structure: Interstate 295,  Year Built: 1974,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 34,370 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,932 (year 2040),  Design Load: HS 20,  Features Intersected: EAST STATE ST EXTENSION
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 103.980,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1138151,  Location: 3 MI SOUTH OF RT 1 (Lat: 40.243000,  Lng: -74.701450),  Route carried "on" structure: Interstate 295,  Year Built: 1974,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 32,970 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,252 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: E.STATE ST. (CO.RT 535)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.980,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1164211,  Location: 2.3 miles South of I-295 (Lat: 40.212919,  Lng: -74.658931),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,655 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,220 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF POND RUN,  Facility Carried by Structure: KLOCKNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Equal to present minimum criteria,  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: 1137169,  Location: 0.4 MI SOUTH OF EXIT 63 (Lat: 40.227200,  Lng: -74.699000),  Route carried "under" structure: Interstate 295,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 63,123 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: KLOCKNER ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 102.274,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 1137171,  Location: 3.7 MI SOUTH OF RT 1 (Lat: 40.232339,  Lng: -74.700050),  Route carried "under" structure: County highway 606,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,826 (year 2020),  Truck Traffic: 4%,  Features Intersected: HAMILTON AVE. (CT.RT606),  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.472,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1137172,  Location: 3.7 MI S. OF US 1 (Lat: 40.232389,  Lng: -74.700531),  Route carried "under" structure: County highway 606,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 10,825 (year 2020),  Truck Traffic: 4%,  Features Intersected: HAMILTON AVENUE (CR 606),  Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 5.472,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1137173,  Location: AT I-295 EXIT 63 (Lat: 40.232361,  Lng: -74.700689),  Route carried "under" structure: County highway 606,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 11,559 (year 2020),  Truck Traffic: 4%,  Features Intersected: HAMILTON AVE. (CR. 606),  Facility Carried by Structure: RAMP "B"
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.488,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1137174,  Location: 3.6 MI SOUTH OF RT 1 (Lat: 40.233531,  Lng: -74.700250),  Route carried "under" structure: State highway 33,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 22,769 (year 2021),  Truck Traffic: 4%,  Features Intersected: NOTTINGHAM WAY (NJ 33),  Facility Carried by Structure: I-295 NB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 5.343,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 1137175,  Location: 3.6 MI SOUTH OF RT 1 (Lat: 40.233489,  Lng: -74.700739),  Route carried "under" structure: State highway 33,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 20,193 (year 2021),  Truck Traffic: 4%,  Features Intersected: NOTTINGHAM WAY (NJ 33),  Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 5.343,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 113815,  Location: AT I-295 EXIT 64 (Lat: 40.242211,  Lng: -74.701169),  Route carried "under" structure: County highway 535,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,411 (year 2020),  Truck Traffic: 4%,  Features Intersected: EAST STATE ST EXTENSION,  Facility Carried by Structure: I-295 NORTHBOUND
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 4.168,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1138151,  Location: 3 MI SOUTH OF RT 1 (Lat: 40.243000,  Lng: -74.701450),  Route carried "under" structure: County highway 535,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,381 (year 2021),  Truck Traffic: 4%,  Features Intersected: E.STATE ST. (CO.RT 535),  Facility Carried by Structure: I-295 SB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 4.168,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)