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

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Structure Number: 1EHC06,  Location: 0.63 MI E OF CR 563 (Lat: 39.580061,  Lng: -74.580981),  Route carried "on" structure: County highway 624,  Year Built: 1938,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 483 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 580 (year 2041),  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: Satisfactory,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 60.8 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $34,000,  Total Project Cost: $156,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1EHC08,  Location: 2.1 mi North CR 561 (Lat: 39.560139,  Lng: -74.611111),  Route carried "on" structure: County highway 563,  Year Built: 1919,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,447 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,936 (year 2041),  Design Load: HS 20,  Features Intersected: INDIAN CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.559,  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: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  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,  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: January 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $86,000,  Total Project Cost: $86,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1EHC1,  Location: 0.4 MI EAST CR 563 (Lat: 39.556850,  Lng: -74.603100),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 52 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 62 (year 2041),  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: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: 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: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $34,000,  Total Project Cost: $34,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: 1EHC17,  Location: 0.58 MI N OF US30 & NJ50 (Lat: 39.536500,  Lng: -74.642469),  Route carried "on" structure: City street ,  Year Built: 1906,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,041 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,249 (year 2041),  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: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  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: -74.604889),  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: 124 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 149 (year 2041),  Features Intersected: INDIAN CABIN CREEK,  Facility Carried by Structure: INDIAN CABIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  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-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.2 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: Somewhat better than minimum adequacy,  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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,222,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1G0018,  Location: 2.77 MI N OF CR 561A (Lat: 39.550350,  Lng: -74.577250),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 121 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 145 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RUBINS RUN,  Facility Carried by Structure: FRANKFURT AVENUE
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 1HML67,  Location: 1.4 MI N. of CR 614 (Lat: 39.491150,  Lng: -74.658211),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 233 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 280 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BABCOCK CREEK,  Facility Carried by Structure: HOLLY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 1M0001,  Location: 0.08 Miles S. of River Rd (Lat: 39.611419,  Lng: -74.589289),  Route carried "on" structure: County highway 563,  Year Built: 2003,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 797 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 956 (year 2041),  Design Load: H 20,  Features Intersected: MULLICA RIVER,  Facility Carried by Structure: EGG HRBR-GRN BNK R
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 38.930,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1M0002,  Location: 0.57 MI SOUTH OF (CR542) (Lat: 39.611350,  Lng: -74.589339),  Route carried "on" structure: County highway 563,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 797 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 956 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MULLICA RIVER,  Facility Carried by Structure: EGG HRBR-GRN BANK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.882,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3F83,  Location: 0.08 M. W. OF C.R. 651 (Lat: 39.617939,  Lng: -74.596000),  Route carried "on" structure: County highway 542,  Year Built: 1976,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,397 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,876 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W.BR. BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.586,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $856,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3G8045,  Location: 1.79 MI SW OF CR 542 (Lat: 39.593219,  Lng: -74.552150),  Route carried "on" structure: County highway 652,  Year Built: 1993,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 777 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 932 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MULLICA RIVER
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: December 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: 3H8001,  Location: 0.1 MI W of CR542&653 JCT (Lat: 39.617211,  Lng: -74.497139),  Route carried "on" structure: County highway 542,  Year Built: 1928,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 3,193 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,832 (year 2041),  Design Load: HS 20,  Features Intersected: WADING RIVER
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 28.341,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 30,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.22m (40.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: December 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $8,351,000,  Roadway Improvement Cost: $835,000,  Total Project Cost: $10,991,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 350135,  Location: 2.25 MI N OF ACE&RT575 JC (Lat: 39.471669,  Lng: -74.633331),  Route carried "on" structure: County highway 670,  Year Built: 1964,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ATLANTIC CITY EXPRESSWAY,  Facility Carried by Structure: LEIPZIG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350139,  Location: 0.1 MI E. OF COLOGNE AVE (Lat: 39.486669,  Lng: -74.635000),  Route carried "on" structure: Other road ACE,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 53,357 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 77,175 (year 2032),  Design Load: HS 20,  Features Intersected: JACK PUDDING BRANCH,  Facility Carried by Structure: A.C. EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.370,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 35014,  Location: 1.7 MI N OF ACE&RT575 JCT (Lat: 39.478331,  Lng: -74.638331),  Route carried "on" structure: County highway 614,  Year Built: 1964,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 1,360 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,917 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ATLANTIC CITY EXPRESSWAY,  Facility Carried by Structure: COLOGNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.474,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350153N,  Location: 1.5 MI SE OF ACE&RT50 JCT (Lat: 39.491669,  Lng: -74.655000),  Route carried "on" structure: Other road ACE,  Year Built: 1964,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 24,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,200 (year 2026),  Design Load: HS 20,  Features Intersected: BABCOCK CREEK,  Facility Carried by Structure: A.C. EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.623,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 350153S,  Location: 1.5 MI SE OF ACE&RT50 JCT (Lat: 39.491669,  Lng: -74.656669),  Route carried "on" structure: Other road ACE,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 24,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,300 (year 2026),  Design Load: HS 20,  Features Intersected: BABCOCK CREEK,  Facility Carried by Structure: A.C. EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.623,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 350168N,  Location: 2.75 MI NE OF RT50&322 JC (Lat: 39.506669,  Lng: -74.676669),  Route carried "on" structure: Other road ACE,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 24,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,300 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.037,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 350168S,  Location: 2.75 MI NE OF RT50&322 JC (Lat: 39.506669,  Lng: -74.676669),  Route carried "on" structure: Other road ACE,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 24,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,300 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.037,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to 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: March 2020,  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: 39.367528,  Lng: -74.584486),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 22,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,850 (year 2041),  Design Load: HS 20,  Features Intersected: ZION RD (CR 615)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.993,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 360336S,  Location: 4 MI N OF RT 52 CIRCLE (Lat: 39.367431,  Lng: -74.585072),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 21,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,600 (year 2041),  Design Load: HS 20,  Features Intersected: ZION RD (CR 615)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.993,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 360363T,  Location: 1 MI S OF GSP&ACE JCT (Lat: 39.401781,  Lng: -74.558592),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 48,020 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,580 (year 2041),  Design Load: HL 93,  Features Intersected: PENN-READING SEASHORE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.419,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 370377N,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420031,  Lng: -74.548561),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 27,900 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,000 (year 2041),  Design Load: HL 93,  Features Intersected: DELILAH ROAD (CR 646)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 63.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 370377S,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420411,  Lng: -74.549411),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 26,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,960 (year 2041),  Design Load: HL 93,  Features Intersected: DELILAH ROAD (CR 646)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.672,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 62.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 350135,  Location: 2.25 MI N OF ACE&RT575 JC (Lat: 39.471669,  Lng: -74.633331),  Route carried "under" structure: Other road ACE,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 47,900 (year 2006),  Truck Traffic: 5%,  Features Intersected: ATLANTIC CITY EXPRESSWAY,  Facility Carried by Structure: LEIPZIG AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 21.726,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 35014,  Location: 1.7 MI N OF ACE&RT575 JCT (Lat: 39.478331,  Lng: -74.638331),  Route carried "under" structure: Other road ACE,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 54,327 (year 2012),  Truck Traffic: 7%,  Features Intersected: ATLANTIC CITY EXPRESSWAY,  Facility Carried by Structure: COLOGNE AVENUE
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 350168N,  Location: 2.75 MI NE OF RT50&322 JC (Lat: 39.506669,  Lng: -74.676669),  Route carried "under" structure: State highway 50,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,220 (year 2006),  Truck Traffic: 4%,  Features Intersected: ROUTE 50,  Facility Carried by Structure: ACE WESTBOUND
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 38.318,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 350168S,  Location: 2.75 MI NE OF RT50&322 JC (Lat: 39.506669,  Lng: -74.676669),  Route carried "under" structure: State highway 50,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2006),  Truck Traffic: 4%,  Features Intersected: ROUTE 50,  Facility Carried by Structure: ACE EASTBOUND
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 38.318,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 360335N,  Location: 4 MI N OF RT 52 CIRCLE (Lat: 39.367528,  Lng: -74.584486),  Route carried "under" structure: County highway 615,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 5,723 (year 2021),  Truck Traffic: 5%,  Features Intersected: ZION RD (CR 615),  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 9.543,  Lanes on structure: 2,  Lanes under structure: 2,  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: 39.367431,  Lng: -74.585072),  Route carried "under" structure: County highway 615,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 5,723 (year 2021),  Truck Traffic: 5%,  Features Intersected: ZION RD (CR 615),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 370377N,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420031,  Lng: -74.548561),  Route carried "under" structure: County highway 646,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 15,313 (year 2021),  Truck Traffic: 3%,  Features Intersected: DELILAH ROAD (CR 646),  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.743,  Lanes on structure: 3,  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: 370377S,  Location: 0.5 MI N OF GSP&ACE JCT (Lat: 39.420411,  Lng: -74.549411),  Route carried "under" structure: County highway 646,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 15,313 (year 2021),  Truck Traffic: 3%,  Features Intersected: DELILAH ROAD (CR 646),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 6.663,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)