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

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Structure Number: 1207151,  Location: 150 FT NORTH OF RT 9 ENTR (Lat: 40.483333,  Lng: -74.290000),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,200 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,040 (year 2026),  Features Intersected: CONRAIL(ABANDONED),  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $523,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120815,  Location: 3.16 MI NORTH OF RT 34 (Lat: 40.498333,  Lng: -74.300000),  Route carried "on" structure: US 9,  Year Built: 1936,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 47,000 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 63,000 (year 2027),  Features Intersected: ROUTE US. 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.925,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1208151,  Location: 1 MILE NORTH OF 9-35 JCT. (Lat: 40.478333,  Lng: -74.291667),  Route carried "on" structure: US 9,  Year Built: 1936,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 83,970 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 100,764 (year 2026),  Features Intersected: WASHINGTON AVE( C0670)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.295,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $203,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1208152,  Location: 3.3 MI NORTH OF RT 34 (Lat: 40.480000,  Lng: -74.293333),  Route carried "on" structure: US 9,  Year Built: 1936,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 86,835 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 104,202 (year 2025),  Features Intersected: CONRAIL (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.392,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1208153,  Location: .3 MI NO OF RT 9 & 35 JCT (Lat: 40.480000,  Lng: -74.295000),  Route carried "on" structure: US 9,  Year Built: 1937,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 48,320 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,720 (year 2027),  Features Intersected: CONRAIL (AMBOY BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.585,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1208154,  Location: 3.52 MI NORTH OF RT 34 (Lat: 40.481667,  Lng: -74.296667),  Route carried "on" structure: US 9,  Year Built: 1937,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 84,754 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,620 (year 2025),  Features Intersected: CONRAIL(ABANDONED)
Minimum Vertical Clearance: 0.31m (1.02ft),  Kilometerpoint: 209.778,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1208155,  Location: 3.62 MI NORTH OF RT 34 (Lat: 40.481667,  Lng: -74.296667),  Route carried "on" structure: US 9,  Year Built: 1937,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 84,520 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,115 (year 2025),  Features Intersected: RARITAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.955,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1222154,  Location: 0.3 MI S OF 35-9 JCT (Lat: 40.474194,  Lng: -74.286944),  Route carried "on" structure: State highway 35,  Year Built: 1936,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 28,530 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,520 (year 2026),  Features Intersected: BORDENTOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.051,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $330,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1251162,  Location: .1 MILE S OF RT.US9,NJ35 (Lat: 40.481667,  Lng: -74.298333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 25,215 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,111 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SAYREVILLE SEC (ABAN),  Facility Carried by Structure: RARITAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1251163,  Location: .04 MILES E.OF US9,NJ 35 (Lat: 40.478367,  Lng: -74.291736),  Route carried "on" structure: County highway 684,  Year Built: 1914,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 6,055 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,266 (year 2027),  Features Intersected: SAYREVILLE SEC (ABAN),  Facility Carried by Structure: WASHINGTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Base Highway Network: Yes,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Other Special Inspection Date: January 2008,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $360,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1262152,  Location: 1 MILE SE OF RTE 9 & 35 (Lat: 40.489056,  Lng: -74.283972),  Route carried "on" structure: Other road ,  Year Built: 1929,  Year Reconstructed: 1987,  Status: Posted for load-capacity,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 150 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2027),  Design Load: HS 20,  Features Intersected: NJ TRANSIT & MAIN ST.,  Facility Carried by Structure: EH WERNER GEN STAT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $924,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1262157,  Location: 0.7 MILES EAST OF NJ RT35 (Lat: 40.480833,  Lng: -74.277500),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 4,560 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,700 (year 2026),  Design Load: H 20,  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: BORDENTOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 62.6 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120815,  Location: 3.16 MI NORTH OF RT 34 (Lat: 40.498333,  Lng: -74.300000),  Route carried "under" structure: US 9,  Year Built: 1936,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 35,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: ROUTE US. 9
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 208.925,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 1208151,  Location: 1 MILE NORTH OF 9-35 JCT. (Lat: 40.478333,  Lng: -74.291667),  Route carried "under" structure: County highway 670,  Year Built: 1936,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 8,900 (year 2005),  Truck Traffic: 4%,  Features Intersected: WASHINGTON AVE( C0670),  Facility Carried by Structure: RT US 9 & NJ RT 35
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 7.644,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 1208155,  Location: 3.62 MI NORTH OF RT 34 (Lat: 40.481667,  Lng: -74.296667),  Route carried "under" structure: County highway 535,  Year Built: 1937,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 6,030 (year 2006),  Features Intersected: RARITAN STREET,  Facility Carried by Structure: US 9 AND NJ 35
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1222154,  Location: 0.3 MI S OF 35-9 JCT (Lat: 40.474194,  Lng: -74.286944),  Route carried "under" structure: County highway 615,  Year Built: 1936,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 23,770 (year 2006),  Truck Traffic: 4%,  Features Intersected: BORDENTOWN AVENUE,  Facility Carried by Structure: NJ ROUTE 35
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 37.482,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 1262152,  Location: 1 MILE SE OF RTE 9 & 35 (Lat: 40.489056,  Lng: -74.283972),  Route carried "under" structure: City street ,  Year Built: 1929,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 1%,  Features Intersected: NJ TRANSIT & MAIN ST.,  Facility Carried by Structure: EH WERNER GEN STAT
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)