Bridge Statistics for Mays Landing, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 75ft / 22.8mTotal length
- $7,161,000Total costs
- 197,113Total average daily traffic
- 7,790Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mays Landing
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 11930-1939
- 21940-1949
- 11990-1999
- 42000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 11950-1959
- Bridge Condition - Deck
- 20.0%Excellent
- 30.0%Good
- 10.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 10.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Substructure
- 10.0%Excellent
- 30.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- 10.0%Serious
- Bridge Condition - Channel
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Fair
Find on map >> Show street view
Structure Number: 10715, Location: 0.1 MILE EAST OF RT.559 (Lat: 39.450339, Lng: -74.721181), Route carried "on" structure: US 40, Year Built: 2000, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 22,391 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,870 (year 2041), Design Load: HS 20, Features Intersected: BABCOCK CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 76.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: July 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10715, Location: 0.1 MILE EAST OF RT.559 (Lat: 39.450339, Lng: -74.721181), Route carried "on" structure: US 40, Year Built: 2000, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 22,391 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 26,870 (year 2041), Design Load: HS 20, Features Intersected: BABCOCK CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 76.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: July 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 107151, Location: 4.98 MI W OF 40-322 JCT (Lat: 39.448939, Lng: -74.728989), Route carried "on" structure: US 40, Year Built: 1928, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 31,067 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 37,280 (year 2041), Design Load: H 20, Features Intersected: GREAT EGG HARBOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.301, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 40, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: April 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $2,488,000, Roadway Improvement Cost: $2,288,000, Total Project Cost: $3,483,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107151, Location: 4.98 MI W OF 40-322 JCT (Lat: 39.448939, Lng: -74.728989), Route carried "on" structure: US 40, Year Built: 1928, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 31,067 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 37,280 (year 2041), Design Load: H 20, Features Intersected: GREAT EGG HARBOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.301, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 40, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: April 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $2,488,000, Roadway Improvement Cost: $2,288,000, Total Project Cost: $3,483,000 ( 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: 107152, Location: 0.5 MI E OF RT40&50 INTER (Lat: 39.450381, Lng: -74.728119), Route carried "on" structure: US 40, Year Built: 1929, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,991 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,751 (year 2040), Features Intersected: PLEASANTVILLE SEC.(ABAN)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.478, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107152, Location: 0.5 MI E OF RT40&50 INTER (Lat: 39.450381, Lng: -74.728119), Route carried "on" structure: US 40, Year Built: 1929, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,991 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,751 (year 2040), Features Intersected: PLEASANTVILLE SEC.(ABAN)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.478, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 112152, Location: 0.30 MI. S. OF US 322 (Lat: 39.472739, Lng: -74.715311), Route carried "on" structure: State highway 50, Year Built: 1900, Year Reconstructed: 1926, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,966 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,601 (year 2041), Features Intersected: WATERING RACE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.313, Lanes on structure: 2, 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: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 112152, Location: 0.30 MI. S. OF US 322 (Lat: 39.472739, Lng: -74.715311), Route carried "on" structure: State highway 50, Year Built: 1900, Year Reconstructed: 1926, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,966 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,601 (year 2041), Features Intersected: WATERING RACE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.313, Lanes on structure: 2, 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: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 112153, Location: 2.8 MI S OF AC EXPRESSWAY (Lat: 39.475831, Lng: -74.711481), Route carried "on" structure: State highway 50, Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,709 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,651 (year 2041), Design Load: HS 25 or greater, Features Intersected: US 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 62.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 112153, Location: 2.8 MI S OF AC EXPRESSWAY (Lat: 39.475831, Lng: -74.711481), Route carried "on" structure: State highway 50, Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,709 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,651 (year 2041), Design Load: HS 25 or greater, Features Intersected: US 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 62.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 119156, Location: 2.81 MI WEST OF NJ 50 (Lat: 39.499719, Lng: -74.754231), Route carried "on" structure: US 322, Year Built: 2012, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15,994 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,516 (year 2041), Design Load: HL 93, Features Intersected: BIG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.363, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.9 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: 48.3 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: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 119156, Location: 2.81 MI WEST OF NJ 50 (Lat: 39.499719, Lng: -74.754231), Route carried "on" structure: US 322, Year Built: 2012, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15,994 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 19,516 (year 2041), Design Load: HL 93, Features Intersected: BIG DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.363, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.9 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: 48.3 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: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 119159, Location: 0.15 MI WEST OF NJ 50 (Lat: 39.477169, Lng: -74.713889), Route carried "on" structure: US 322, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 19,280 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 23,520 (year 2041), Design Load: HS 25 or greater, Features Intersected: WATERING RACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.660, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 74.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 119159, Location: 0.15 MI WEST OF NJ 50 (Lat: 39.477169, Lng: -74.713889), Route carried "on" structure: US 322, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 19,280 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 23,520 (year 2041), Design Load: HS 25 or greater, Features Intersected: WATERING RACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.660, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 74.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 119161, Location: 0.67 MI EAST OF NJ 50 (Lat: 39.468939, Lng: -74.692419), Route carried "on" structure: US 322, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 21,098 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 25,318 (year 2041), Design Load: HS 20, Features Intersected: BABCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.979, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 119161, Location: 0.67 MI EAST OF NJ 50 (Lat: 39.468939, Lng: -74.692419), Route carried "on" structure: US 322, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 21,098 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 25,318 (year 2041), Design Load: HS 20, Features Intersected: BABCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.979, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1HML35, Location: .35 MI N OF US 40 (Lat: 39.455119, Lng: -74.717711), Route carried "on" structure: City street , Year Built: 1944, Year Reconstructed: 2021, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 895 (year 2041), Design Load: HS 20, Features Intersected: BABCOCK CREEK, Facility Carried by Structure: OLD EGG HARBOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Superior to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1HML35, Location: .35 MI N OF US 40 (Lat: 39.455119, Lng: -74.717711), Route carried "on" structure: City street , Year Built: 1944, Year Reconstructed: 2021, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 895 (year 2041), Design Load: HS 20, Features Intersected: BABCOCK CREEK, Facility Carried by Structure: OLD EGG HARBOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Superior to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1HML37, Location: 0.04 MI SOUTH OF NJ 40 (Lat: 39.450139, Lng: -74.721081), Route carried "on" structure: County highway 559, Year Built: 1941, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 9,992 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,990 (year 2041), Design Load: H 20, Features Intersected: BABCOCK CREEK, Facility Carried by Structure: SOMERS POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $8,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1HML37, Location: 0.04 MI SOUTH OF NJ 40 (Lat: 39.450139, Lng: -74.721081), Route carried "on" structure: County highway 559, Year Built: 1941, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 9,992 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,990 (year 2041), Design Load: H 20, Features Intersected: BABCOCK CREEK, Facility Carried by Structure: SOMERS POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $8,000, Total Project Cost: $350,000 ( 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: 1HML4, Location: 1.95 MI SOUTH RT 40 JCT (Lat: 39.427231, Lng: -74.701631), Route carried "on" structure: County highway 559, Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,992 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,990 (year 2041), Design Load: HS 20, Features Intersected: GRAVELLY RUN, Facility Carried by Structure: SOMERS POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $71,000, Total Project Cost: $228,000 ( Estimate for 2021)
Structure Number: 1HML4, Location: 1.95 MI SOUTH RT 40 JCT (Lat: 39.427231, Lng: -74.701631), Route carried "on" structure: County highway 559, Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,992 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,990 (year 2041), Design Load: HS 20, Features Intersected: GRAVELLY RUN, Facility Carried by Structure: SOMERS POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $71,000, Total Project Cost: $228,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 1HML54, Location: .42 MI N OF NJ 50 & 40 (Lat: 39.453511, Lng: -74.734239), Route carried "on" structure: County highway 559, Year Built: 2021, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 6,511 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,813 (year 2041), Design Load: HL 93, Features Intersected: GREAT EGG HARBOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.867, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 9.8m (32.2ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.7 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: 33.7 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,121,000, Roadway Improvement Cost: $255,000, Total Project Cost: $3,100,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1HML54, Location: .42 MI N OF NJ 50 & 40 (Lat: 39.453511, Lng: -74.734239), Route carried "on" structure: County highway 559, Year Built: 2021, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 6,511 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,813 (year 2041), Design Load: HL 93, Features Intersected: GREAT EGG HARBOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.867, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 9.8m (32.2ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.7 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: 33.7 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,121,000, Roadway Improvement Cost: $255,000, Total Project Cost: $3,100,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 112153, Location: 2.8 MI S OF AC EXPRESSWAY (Lat: 39.475831, Lng: -74.711481), Route carried "under" structure: US 322, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 25,376 (year 2021), Truck Traffic: 4%, Features Intersected: US 322, Facility Carried by Structure: NJ 50
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 73.901, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 112153, Location: 2.8 MI S OF AC EXPRESSWAY (Lat: 39.475831, Lng: -74.711481), Route carried "under" structure: US 322, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 25,376 (year 2021), Truck Traffic: 4%, Features Intersected: US 322, Facility Carried by Structure: NJ 50
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 73.901, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)