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

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Structure Number: 500004,  Location: 0.6MI SW OF BAY AVE INTER (Lat: 39.254000,  Lng: -74.630361),  Route carried "on" structure: County highway 623,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 49.62m (162.80ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,200 (year 2040),  Design Load: HS 20,  Features Intersected: SVC RDS,CROOK HORN THORO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 24.4m (80.1ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 30,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 500016,  Location: 5 miles North of CR 625 (Lat: 39.214950,  Lng: -74.648461),  Route carried "on" structure: County highway 619,  Year Built: 1990,  Status: Open,  Structure Length: 26.91m (88.29ft),  Average Daily Traffic: 880 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,075 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE THOROFARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.715,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: June 2020,  Underwater Inspection Date: October 2018,  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: 500032,  Location: 05.MI NW OF ROOSEVELT BLV (Lat: 39.273461,  Lng: -74.591639),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 205 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 245 (year 2040),  Design Load: HL 93,  Features Intersected: Venetian-Carnival Bayou,  Facility Carried by Structure: West 17th Street
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.6 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: 48.6 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 511155,  Location: 2.2mi SE of RT9&52 JCT (Lat: 39.288331,  Lng: -74.583169),  Route carried "on" structure: ServiceState highway 52,  Year Built: 2013,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 541 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 660 (year 2041),  Design Load: HL 93,  Features Intersected: Access Road
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.9 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: 96.9 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 511156,  Location: 2.59 mi S of Rt US9 (Lat: 39.282311,  Lng: -74.580889),  Route carried "on" structure: State highway 52,  Year Built: 2012,  Status: Open,  Structure Length: 167.85m (550.69ft),  Average Daily Traffic: 22,968 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,562 (year 2040),  Design Load: HL 93,  Features Intersected: Beach Thoro & Rainbow Ch
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 38,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.3 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 511157,  Location: 0.75 mi South Rt US9 (Lat: 39.300311,  Lng: -74.591861),  Route carried "on" structure: State highway 52,  Year Built: 2012,  Status: Open,  Structure Length: 100.95m (331.20ft),  Average Daily Traffic: 22,968 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,562 (year 2040),  Design Load: HL 93,  Features Intersected: Ship Ch, Elbow Is. & Th.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 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: 42.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 360231N,  Location: 2.75 M NE OF RTS9&50 JCT (Lat: 39.235872,  Lng: -74.666900),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 14,110 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,210 (year 2041),  Design Load: HS 20,  Features Intersected: PENN READING SEASHORE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.176,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.9 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: 29.2 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 360231S,  Location: 2.75 M NE OF RTS9&50 JCT (Lat: 39.236139,  Lng: -74.668356),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 14,170 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,290 (year 2041),  Design Load: HS 20,  Features Intersected: PENN READING SEASHORE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.176,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.9 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: 29.2 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 360253N,  Location: 2 MI S OF EGG HARBOR BR (Lat: 39.261903,  Lng: -74.642697),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 12,660 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,450 (year 2039),  Design Load: HS 20,  Features Intersected: ROOSEVELT BLVD (CR 623)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.781,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 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: 32.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 360254S,  Location: 2 MI S OF EGG HARBOR BR (Lat: 39.262250,  Lng: -74.643192),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 12,660 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,450 (year 2041),  Design Load: HS 20,  Features Intersected: ROOSEVELT BLVD (CR 623)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.781,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.0 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: 27.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 500004,  Location: 0.6MI SW OF BAY AVE INTER (Lat: 39.254000,  Lng: -74.630361),  Route carried "under" structure: ServiceOther road ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 3%,  Features Intersected: SVC RDS,CROOK HORN THORO,  Facility Carried by Structure: CR623(ROOSEVELT B)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 500004,  Location: 0.6MI SW OF BAY AVE INTER (Lat: 39.254000,  Lng: -74.630361),  Route carried "under" structure: ServiceOther road ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 3%,  Features Intersected: SVC RDS,CROOK HORN THORO,  Facility Carried by Structure: CR623(ROOSEVELT B)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 511155,  Location: 2.2mi SE of RT9&52 JCT (Lat: 39.288331,  Lng: -74.583169),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Features Intersected: Access Road,  Facility Carried by Structure: NJ 52 Ramp
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 360253N,  Location: 2 MI S OF EGG HARBOR BR (Lat: 39.261903,  Lng: -74.642697),  Route carried "under" structure: County highway 623,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 15,744 (year 2019),  Truck Traffic: 4%,  Features Intersected: ROOSEVELT BLVD (CR 623),  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 360254S,  Location: 2 MI S OF EGG HARBOR BR (Lat: 39.262250,  Lng: -74.643192),  Route carried "under" structure: County highway 623,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 15,744 (year 2021),  Truck Traffic: 4%,  Features Intersected: ROOSEVELT BLVD (CR 623),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)