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

Find on map >>   Show street view

Structure Number: 10315,  Location: 0.24 MI NW OF 30-87 JCT (Lat: 39.374789,  Lng: -74.444161),  Route carried "on" structure: US 30,  Year Built: 2003,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 62,654 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 76,519 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PENROSE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.151,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 103151,  Location: 0.6MI W OF 30-87 JCT (Lat: 39.374939,  Lng: -74.443939),  Route carried "on" structure: US 30,  Year Built: 1946,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 42,205 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,646 (year 2039),  Design Load: HS 20,  Features Intersected: VENICE LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.523,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 103152,  Location: 5.18 MI E of US 9 Int. (Lat: 39.377569,  Lng: -74.453311),  Route carried "on" structure: US 30,  Year Built: 1946,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 42,624 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,149 (year 2040),  Design Load: HS 20,  Features Intersected: Beach Thorofare
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.346,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.96m (200.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: May 2018,  Bridge Improvement Cost: $86,400,000,  Roadway Improvement Cost: $8,640,000,  Total Project Cost: $129,950,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 103153,  Location: 1.25 MI NW OF 30-87 JCT (Lat: 39.382469,  Lng: -74.459461),  Route carried "on" structure: US 30,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 44,392 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 54,166 (year 2041),  Design Load: HS 20,  Features Intersected: DUCK THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.477,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.24m (30.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $8,671,000,  Roadway Improvement Cost: $867,000,  Total Project Cost: $13,526,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 103154,  Location: 0.9 MI W OF BEACH THORO (Lat: 39.386139,  Lng: -74.465500),  Route carried "on" structure: US 30,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 53,245 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,900 (year 2041),  Design Load: HS 20,  Features Intersected: NEWFOUND THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.801,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $20,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 103155,  Location: 0.35 MI SE OF30 DELILAHRD (Lat: 39.391900,  Lng: -74.489231),  Route carried "on" structure: US 30,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 51,400 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,680 (year 2041),  Features Intersected: JONATHAN'S THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.613,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $3,122,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $4,800,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 109153,  Location: 3.3 MI EAST OF US 9 JCT (Lat: 39.370231,  Lng: -74.476850),  Route carried "on" structure: US 40,  Year Built: 1989,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 28,299 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,959 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GREAT THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.520,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 109154,  Location: WEST OF BADER FIELD AIRPT (Lat: 39.361350,  Lng: -74.464789),  Route carried "on" structure: US 40,  Year Built: 1990,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 29,462 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,355 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEACH THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.968,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 72.6 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 109155,  Location: 4.87M SE of US9&ACEXP JCT (Lat: 39.354111,  Lng: -74.457281),  Route carried "on" structure: US 40,  Year Built: 1991,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 28,879 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,238 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INSIDE THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.046,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 109156,  Location: 3.1 MILES EAST OF US 9 (Lat: 39.367561,  Lng: -74.473419),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 2,405 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,885 (year 2041),  Design Load: HS 20,  Features Intersected: US 40 & 322,  Facility Carried by Structure: DORSET AVENUE CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 11515,  Location: 1.07 MILE NORTH OF US 30 (Lat: 39.383500,  Lng: -74.424900),  Route carried "on" structure: State highway 87,  Year Built: 1972,  Status: Open,  Structure Length: 65.47m (214.80ft),  Average Daily Traffic: 21,285 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,542 (year 2041),  Design Load: HS 20,  Features Intersected: ABSEC. INL.&RAMPJ&N.VE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 34.1m (111.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 60.7m (199.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $720,000,  Total Project Cost: $792,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1ATL01,  Location: 80 FT EAST OF MURRAY AVE (Lat: 39.375561,  Lng: -74.451189),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,622 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,947 (year 2041),  Features Intersected: VENICE LAGOON,  Facility Carried by Structure: OHIO AVENUE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Serious,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: January 2021,  Underwater Inspection Date: March 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $4,366,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $5,850,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1ATL02,  Location: 100 FT E OF E RIVERSID DR (Lat: 39.373639,  Lng: -74.444539),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,467 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,760 (year 2041),  Features Intersected: PENROSE CANAL,  Facility Carried by Structure: OHIO AVENUE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $2,686,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $3,665,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1510151,  Location: 0.27 MI W OF CO. 571 JCT (Lat: 40.021219,  Lng: -74.273711),  Route carried "on" structure: State highway 70,  Year Built: 1936,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 26,145 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,375 (year 2041),  Features Intersected: RIDGEWAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 70.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35002,  Location: 0.1 MI E OF BEACH THOROFA (Lat: 39.373331,  Lng: -74.438331),  Route carried "on" structure: Other road ACE,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 79,380 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,805 (year 2032),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD,  Facility Carried by Structure: A.C. EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 350023A,  Location: AT INTERCHANGE 2 (ACE) (Lat: 39.376669,  Lng: -74.480000),  Route carried "on" structure: Ramp Other road ACE,  Year Built: 1965,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 7,960 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,250 (year 2030),  Design Load: H 20,  Features Intersected: ATLANTIC CITY EXPRESSWAY,  Facility Carried by Structure: RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 350024D,  Location: 2.5 MI W OF RT30&87 JCT (Lat: 39.368331,  Lng: -74.465000),  Route carried "on" structure: Ramp Other road ACE,  Year Built: 1965,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 12,370 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,840 (year 2030),  Design Load: H 20,  Features Intersected: ALBANY AVE (RT 322 & 40),  Facility Carried by Structure: AC EXP EB RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.959,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3500C02,  Location: ATLANTIC CITY (Lat: 39.362778,  Lng: -74.441389),  Route carried "on" structure: Ramp Other road 466X,  Year Built: 2001,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 21,420 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,690 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: A C EXPRESSWAY,  Facility Carried by Structure: AC/BC RAMP A1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C04,  Location: ATLANTIC CITY (Lat: 39.361944,  Lng: -74.442222),  Route carried "on" structure: Ramp Other road 446X,  Year Built: 2001,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 21,420 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,690 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AC/BC RAMP A2 & A3,  Facility Carried by Structure: AC/BC RAMP A1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C05,  Location: ATLANTIC CITY (Lat: 39.365556,  Lng: -74.444167),  Route carried "on" structure: Ramp Other road 446X,  Year Built: 2001,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 21,425 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,690 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AC/BC NOR & SOU BOUND,  Facility Carried by Structure: BACHARCH BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C06,  Location: ATLANTIC CITY (Lat: 39.365556,  Lng: -74.444444),  Route carried "on" structure: Ramp Other road 446x,  Year Built: 2001,  Status: Open,  Structure Length: 20.24m (66.40ft),  Average Daily Traffic: 580 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 700 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BACHARCH BLVD.,  Facility Carried by Structure: AC/BC RAMP C2 & C4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 1,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C13,  Location: ATLANTIC CITY (Lat: 39.373611,  Lng: -74.339719),  Route carried "on" structure: Ramp Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 21,420 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,690 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RT. 30 WB AND RT. 87,  Facility Carried by Structure: AC/BC RAMP RC3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C15,  Location: ATLANTIC CITY (Lat: 39.374169,  Lng: -74.439439),  Route carried "on" structure: Ramp Other road 446X,  Year Built: 2001,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,200 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: AC/BC RAMP HR1 & RTE. 87,  Facility Carried by Structure: AC/BC NB & RAMP RC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C16,  Location: 1.6 MI N ACE JCT (Lat: 39.375000,  Lng: -74.436939),  Route carried "on" structure: Ramp Other road ACEC,  Year Built: 2003,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 1,180 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,454 (year 2032),  Design Load: HS 20,  Features Intersected: A.C. EXPRESSWAY,  Facility Carried by Structure: A. C. EXP RAMP MU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 1,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.7 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3500C17,  Location: 1.6 MI N of ACE JCT (Lat: 39.375000,  Lng: -74.437219),  Route carried "on" structure: Ramp Other road ACEC,  Year Built: 2003,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 1,180 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,454 (year 2032),  Design Load: H 20,  Features Intersected: A. C. EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: Private,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3500C18,  Location: ATLANTIC CITY (Lat: 39.373889,  Lng: -74.435831),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 21,420 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,688 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: AC/BC RAMP RC1 & RC2,  Facility Carried by Structure: AC/BC NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C19,  Location: ATLANTIC CITY (Lat: 39.377781,  Lng: -74.436669),  Route carried "on" structure: Ramp Other road 446X,  Year Built: 2001,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 6,945 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,326 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: HURON AVE. M& RAMP BH1,  Facility Carried by Structure: RAMP HM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.127,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C2,  Location: ATLANTIC CITY2001 (Lat: 39.377219,  Lng: -74.432781),  Route carried "on" structure: Ramp Other road 446X,  Year Built: 2001,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,200 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: HURON AVE.,RAMP BH1 & MH,  Facility Carried by Structure: RAMP 10A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3500C21,  Location: ATLANTIC CITY (Lat: 39.376939,  Lng: -74.432219),  Route carried "on" structure: Other road 446,  Year Built: 2001,  Status: Open,  Structure Length: 42.46m (139.30ft),  Average Daily Traffic: 56,725 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 68,305 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RT. 87 & BRIGANTINE BLVD,  Facility Carried by Structure: AC/BC CONNECTOR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4200001,  Location: @ MP 0.6 of NJ 87 (Lat: 39.377531,  Lng: -74.432139),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 7,040 (year 2020),  Average Future Daily Traffic: 8,450 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: (@ NJ 87) Ramp MBH1,  Facility Carried by Structure: Ramp HM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: Private,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $11,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4200002,  Location: @ MP 0.6 of NJ 87 (Lat: 39.378311,  Lng: -74.432031),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 7,040 (year 2020),  Average Future Daily Traffic: 8,450 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Ramp LE - Out,  Facility Carried by Structure: Ramps HM and B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4200003,  Location: Borgata Casino Property (Lat: 39.377861,  Lng: -74.433250),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 7,040 (year 2020),  Average Future Daily Traffic: 8,450 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Ramp MBH1,  Facility Carried by Structure: Ramp HM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4200004,  Location: Borgata Casino Complex (Lat: 39.377219,  Lng: -74.433781),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 6,900 (year 2018),  Average Future Daily Traffic: 8,280 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Ramp MBH1,  Facility Carried by Structure: Ramp HM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: Private,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 109156,  Location: 3.1 MILES EAST OF US 9 (Lat: 39.367561,  Lng: -74.473419),  Route carried "under" structure: US 40,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 37,515 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 40 & 322,  Facility Carried by Structure: DORSET AVENUE CONN
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 100.890,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 11515,  Location: 1.07 MILE NORTH OF US 30 (Lat: 39.383500,  Lng: -74.424900),  Route carried "under" structure: Ramp City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 3,168 (year 2021),  Truck Traffic: 4%,  Features Intersected: ABSEC. INL.&RAMPJ&N.VE,  Facility Carried by Structure: NJ 87
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

Find on map >>   Show street view

Structure Number: 11515,  Location: 1.07 MILE NORTH OF US 30 (Lat: 39.383500,  Lng: -74.424900),  Route carried "under" structure: Ramp City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2021),  Truck Traffic: 4%,  Features Intersected: ABSEC. INL.&RAMPJ&N.VE,  Facility Carried by Structure: NJ 87
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

Find on map >>   Show street view

Structure Number: 350003,  Location: .5 MI W OF ATLANTIC CITY (Lat: 39.363331,  Lng: -74.463331),  Route carried "under" structure: Other road 446X,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 21,420 (year 2012),  Truck Traffic: 5%,  Features Intersected: AC CONN,BEACH THOROFARE,  Facility Carried by Structure: A C EXPRESSWAY
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.660,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>   Show street view

Structure Number: 350023A,  Location: AT INTERCHANGE 2 (ACE) (Lat: 39.376669,  Lng: -74.480000),  Route carried "under" structure: Other road ACE,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100,275 (year 2010),  Truck Traffic: 5%,  Features Intersected: ATLANTIC CITY EXPRESSWAY,  Facility Carried by Structure: RAMP F
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 3.701,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

Find on map >>   Show street view

Structure Number: 350024D,  Location: 2.5 MI W OF RT30&87 JCT (Lat: 39.368331,  Lng: -74.465000),  Route carried "under" structure: US 40,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 33,300 (year 2010),  Truck Traffic: 4%,  Features Intersected: ALBANY AVE (RT 322 & 40),  Facility Carried by Structure: AC EXP EB RAMP E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 99.699,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: 3500C02,  Location: ATLANTIC CITY (Lat: 39.362778,  Lng: -74.441389),  Route carried "under" structure: Other road ACE,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 79,380 (year 2012),  Truck Traffic: 5%,  Features Intersected: A C EXPRESSWAY,  Facility Carried by Structure: AC/BC RAMP A1
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

Find on map >>   Show street view

Structure Number: 3500C04,  Location: ATLANTIC CITY (Lat: 39.361944,  Lng: -74.442222),  Route carried "under" structure: Ramp Other road 446X,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 16,790 (year 2012),  Truck Traffic: 5%,  Features Intersected: AC/BC RAMP A2 & A3,  Facility Carried by Structure: AC/BC RAMP A1
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>   Show street view

Structure Number: 3500C04,  Location: ATLANTIC CITY (Lat: 39.361944,  Lng: -74.442222),  Route carried "under" structure: Ramp Other road 446X,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,410 (year 2012),  Truck Traffic: 5%,  Features Intersected: AC/BC RAMP A2 & A3,  Facility Carried by Structure: AC/BC RAMP A1
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>   Show street view

Structure Number: 3500C05,  Location: ATLANTIC CITY (Lat: 39.365556,  Lng: -74.444167),  Route carried "under" structure: Other road 446X,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 21,425 (year 2012),  Truck Traffic: 5%,  Features Intersected: AC/BC NOR & SOU BOUND,  Facility Carried by Structure: BACHARCH BLVD.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 3500C13,  Location: ATLANTIC CITY (Lat: 39.373611,  Lng: -74.339719),  Route carried "under" structure: US 30,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 40,215 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT. 30 WB AND RT. 87,  Facility Carried by Structure: AC/BC RAMP RC3
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 92.215,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

Find on map >>   Show street view

Structure Number: 3500C13,  Location: ATLANTIC CITY (Lat: 39.373611,  Lng: -74.339719),  Route carried "under" structure: State highway 87,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 19,450 (year 2012),  Truck Traffic: 4%,  Features Intersected: RT. 30 WB AND RT. 87,  Facility Carried by Structure: AC/BC RAMP RC3
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

Find on map >>   Show street view

Structure Number: 3500C15,  Location: ATLANTIC CITY (Lat: 39.374169,  Lng: -74.439439),  Route carried "under" structure: Ramp State highway 87,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 4%,  Features Intersected: AC/BC RAMP HR1 & RTE. 87,  Facility Carried by Structure: AC/BC NB & RAMP RC
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 3500C15,  Location: ATLANTIC CITY (Lat: 39.374169,  Lng: -74.439439),  Route carried "under" structure: State highway 87,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 17,640 (year 2006),  Truck Traffic: 4%,  Features Intersected: AC/BC RAMP HR1 & RTE. 87,  Facility Carried by Structure: AC/BC NB & RAMP RC
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 3500C17,  Location: 1.6 MI N of ACE JCT (Lat: 39.375000,  Lng: -74.437219),  Route carried "under" structure: State highway 87,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 24,728 (year 2012),  Truck Traffic: 4%,  Features Intersected: A. C. EXPRESSWAY,  Facility Carried by Structure: ACEC RAMP UH
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)