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

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Structure Number: 1EHC06,  Location: 0.62 MI E OF CR 563 (Lat: 39.580000,  Lng: -74.581667),  Route carried "on" structure: County highway 624,  Year Built: 1938,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 400 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 480 (year 2024),  Design Load: H 20,  Features Intersected: LANDING CREEK,  Facility Carried by Structure: CLARKS LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  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: 7.9m (25.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: September 2004,  Bridge Improvement Cost: $75,000,  Total Project Cost: $75,000 ( Estimate for 2002),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1EHC08,  Location: AT EGG HAR CTY LAKE (Lat: 39.560000,  Lng: -74.611667),  Route carried "on" structure: County highway 563,  Year Built: 1919,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,170 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,810 (year 2024),  Design Load: H 15,  Features Intersected: INDIAN CABIN CREEK,  Facility Carried by Structure: GREEN BANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.382,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 59.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Underwater Inspection Date: January 2005,  Bridge Improvement Cost: $19,000,  Total Project Cost: $19,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1EHC1,  Location: 1/4 MI E OF EGHRBR CT LKE (Lat: 39.556667,  Lng: -74.603333),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 96 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 115 (year 2024),  Design Load: H 15,  Features Intersected: UNION CREEK,  Facility Carried by Structure: INDIAN CABIN 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: September 2004,  Bridge Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2004),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1EHC17,  Location: 0.5 MI N OF US 30 & NJ 50 (Lat: 39.536667,  Lng: -74.643333),  Route carried "on" structure: City street ,  Year Built: 1906,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 880 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,050 (year 2024),  Design Load: H 15,  Features Intersected: LANDING CREEK,  Facility Carried by Structure: LONDON AVE
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.8 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: 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1EHC39,  Location: 0.4 MI EAST CR 563 (Lat: 39.558600,  Lng: -74.604767),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 1975,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 112 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 134 (year 2026),  Design Load: H 15,  Features Intersected: INDIAN CABIN CREEK,  Facility Carried by Structure: INDIAN CABIN ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  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: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2006,  Other Special Inspection Date: October 2006,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $651,000 ( Estimate for 2004),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 360320N,  Location: 2.75 MI N OF RT 52 CIRCLE (Lat: 39.346667,  Lng: -74.598333),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 19,870 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,820 (year 2027),  Design Load: HS 20,  Features Intersected: STEELMANVILLE RD- CR651,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.499,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360320S,  Location: 2.75 MI N OF RT 52 CIRCLE (Lat: 39.346667,  Lng: -74.598333),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 20,540 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,730 (year 2027),  Design Load: HS 20,  Features Intersected: STEELMANVILLE RD- CR651,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.499,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360335N,  Location: 4 MI N OF RT 52 CIRCLE (Lat: 39.366667,  Lng: -74.585000),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 20,650 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,880 (year 2027),  Design Load: HS 20,  Features Intersected: ZION RD (CO. RT 615),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.913,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $20,000,000,  Total Project Cost: $20,000,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360336S,  Location: 4 MI N OF RT 52 CIRCLE (Lat: 39.366667,  Lng: -74.585000),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 20,540 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,730 (year 2027),  Design Load: HS 20,  Features Intersected: ZION RD (CO RT 615),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.074,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360345N,  Location: 1 MI N OF BARGAINTWN POND (Lat: 39.378333,  Lng: -74.575000),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 20,650 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,880 (year 2027),  Design Load: HS 20,  Features Intersected: MILL ROAD (CO RT 662),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.522,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360363T,  Location: 1 MI S OF GSP&ACE JCT (Lat: 39.401622,  Lng: -74.558667),  Route carried "on" structure: Other road 444,  Year Built: 1954,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 42,700 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,500 (year 2027),  Design Load: HS 20,  Features Intersected: PENN-READING SEASHORE RR,  Facility Carried by Structure: GARDEN STATE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.419,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360377N,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420000,  Lng: -74.548333),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 24,327 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,841 (year 2027),  Design Load: HS 20,  Features Intersected: DELILAH ROAD (CO RT 646),  Facility Carried by Structure: GARDEN STATE PK NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 17.2m (56.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360377S,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420317,  Lng: -74.549400),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 22,833 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,825 (year 2027),  Design Load: HS 20,  Features Intersected: DELILAH ROAD (CO RT 646),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 17.1m (56.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 360320N,  Location: 2.75 MI N OF RT 52 CIRCLE (Lat: 39.346667,  Lng: -74.598333),  Route carried "under" structure: County highway 651,  Year Built: 1954,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,575 (year ),  Features Intersected: STEELMANVILLE RD- CR651,  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 6.421,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 360320S,  Location: 2.75 MI N OF RT 52 CIRCLE (Lat: 39.346667,  Lng: -74.598333),  Route carried "under" structure: County highway 651,  Year Built: 1954,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,370 (year ),  Features Intersected: STEELMANVILLE RD- CR651,  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 360335N,  Location: 4 MI N OF RT 52 CIRCLE (Lat: 39.366667,  Lng: -74.585000),  Route carried "under" structure: County highway 615,  Year Built: 1954,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 5,150 (year ),  Features Intersected: ZION RD (CO. RT 615),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 9.543,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 360336S,  Location: 4 MI N OF RT 52 CIRCLE (Lat: 39.366667,  Lng: -74.585000),  Route carried "under" structure: County highway 615,  Year Built: 1954,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 5,150 (year ),  Features Intersected: ZION RD (CO RT 615),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 360345N,  Location: 1 MI N OF BARGAINTWN POND (Lat: 39.378333,  Lng: -74.575000),  Route carried "under" structure: County highway 662,  Year Built: 1954,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,360 (year ),  Features Intersected: MILL ROAD (CO RT 662),  Facility Carried by Structure: GARDEN ST PKWY NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.295,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 360377N,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420000,  Lng: -74.548333),  Route carried "under" structure: County highway 646,  Year Built: 1954,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,700 (year 2007),  Truck Traffic: 4%,  Features Intersected: DELILAH ROAD (CO RT 646),  Facility Carried by Structure: GARDEN STATE PK NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 6.743,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 360377S,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420317,  Lng: -74.549400),  Route carried "under" structure: County highway 646,  Year Built: 1954,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,700 (year 2007),  Truck Traffic: 4%,  Features Intersected: DELILAH ROAD (CO RT 646),  Facility Carried by Structure: GARDEN ST PKWY SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 6.663,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)