Bridge Statistics for Bridgeton, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 141ft / 43.4mTotal length
- $3,283,000Total costs
- 119,370Total average daily traffic
- 4,211Total average daily truck traffic
- 145,370Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bridgeton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 11940-1949
- 31950-1959
- 11970-1979
- 11990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 15.4%Very good
- 23.1%Good
- 46.2%Satisfactory
- 15.4%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 20515, Location: 2.0 MI SW NJ4&NJ208 JCT (Lat: 40.918089, Lng: -74.129600), Route carried "on" structure: State highway 4, Year Built: 1930, Year Reconstructed: 1988, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 39,949 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 48,745 (year 2041), Features Intersected: PASSAIC RVR, NJ20, CR507
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $2,107,000, Roadway Improvement Cost: $519,000, Total Project Cost: $3,282,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20515, Location: 2.0 MI SW NJ4&NJ208 JCT (Lat: 40.918089, Lng: -74.129600), Route carried "on" structure: State highway 4, Year Built: 1930, Year Reconstructed: 1988, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 39,949 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 48,745 (year 2041), Features Intersected: PASSAIC RVR, NJ20, CR507
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $2,107,000, Roadway Improvement Cost: $519,000, Total Project Cost: $3,282,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 600016, Location: 100 FT E OF RT 697 INTER (Lat: 39.431531, Lng: -75.235900), Route carried "on" structure: City street , Year Built: 1941, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,866 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,498 (year 2040), Features Intersected: COHANSEY RIVER, Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 600016, Location: 100 FT E OF RT 697 INTER (Lat: 39.431531, Lng: -75.235900), Route carried "on" structure: City street , Year Built: 1941, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,866 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,498 (year 2040), Features Intersected: COHANSEY RIVER, Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 600017, Location: 0.8 M W OF N LAUREL DRIVE (Lat: 39.445000, Lng: -75.238331), Route carried "on" structure: County highway 621, Year Built: 1935, Year Reconstructed: 2010, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 10,246 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,502 (year 2040), Design Load: HS 20+Mod, Features Intersected: SUNSET LAKE RACEWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.476, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 600017, Location: 0.8 M W OF N LAUREL DRIVE (Lat: 39.445000, Lng: -75.238331), Route carried "on" structure: County highway 621, Year Built: 1935, Year Reconstructed: 2010, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 10,246 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,502 (year 2040), Design Load: HS 20+Mod, Features Intersected: SUNSET LAKE RACEWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.476, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: September 2020, Underwater Inspection Date: September 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: 600018, Location: .3 MI. WEST OF RT. 606 (Lat: 39.446650, Lng: -75.235419), Route carried "on" structure: County highway 621, Year Built: 1937, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,246 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,502 (year 2040), Design Load: H 20, Features Intersected: COHANSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 600018, Location: .3 MI. WEST OF RT. 606 (Lat: 39.446650, Lng: -75.235419), Route carried "on" structure: County highway 621, Year Built: 1937, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 10,246 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,502 (year 2040), Design Load: H 20, Features Intersected: COHANSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 600019, Location: 0.25 MI. SOUTH OF RT. 49 (Lat: 39.424631, Lng: -75.232169), Route carried "on" structure: Spur County highway 609, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,077 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,975 (year 2040), Features Intersected: INDIAN FIELDS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020
Structure Number: 600019, Location: 0.25 MI. SOUTH OF RT. 49 (Lat: 39.424631, Lng: -75.232169), Route carried "on" structure: Spur County highway 609, Year Built: 1975, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,077 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,975 (year 2040), Features Intersected: INDIAN FIELDS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020
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Structure Number: 60002, Location: 1.1M NORTH RT.49/607 INT (Lat: 39.445750, Lng: -75.246211), Route carried "on" structure: County highway 607, Year Built: 1923, Year Reconstructed: 2004, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,655 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,019 (year 2040), Features Intersected: Irelands Mill Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 60002, Location: 1.1M NORTH RT.49/607 INT (Lat: 39.445750, Lng: -75.246211), Route carried "on" structure: County highway 607, Year Built: 1923, Year Reconstructed: 2004, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,655 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,019 (year 2040), Features Intersected: Irelands Mill Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 600021, Location: 0.1 MILES SOUTH OF CO.670 (Lat: 39.426719, Lng: -75.225669), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,830 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: SOUTH EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Fair, Culverts: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 600021, Location: 0.1 MILES SOUTH OF CO.670 (Lat: 39.426719, Lng: -75.225669), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,830 (year 2040), Features Intersected: MILL CREEK, Facility Carried by Structure: SOUTH EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Fair, Culverts: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 600022, Location: 0.1 MI SW JCT CO RT 697 (Lat: 39.429189, Lng: -75.236400), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,455 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,877 (year 2040), Features Intersected: CONANSEY RIVER, Facility Carried by Structure: COMMERCE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: July 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 600022, Location: 0.1 MI SW JCT CO RT 697 (Lat: 39.429189, Lng: -75.236400), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,455 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 7,877 (year 2040), Features Intersected: CONANSEY RIVER, Facility Carried by Structure: COMMERCE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: July 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 600023, Location: 1.0 MI NORTH OF JCT CO731 (Lat: 39.437011, Lng: -75.239050), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,866 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,498 (year 2040), Features Intersected: COHANSEY RIVER CANAL, Facility Carried by Structure: MAYOR AITKEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 600023, Location: 1.0 MI NORTH OF JCT CO731 (Lat: 39.437011, Lng: -75.239050), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,866 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,498 (year 2040), Features Intersected: COHANSEY RIVER CANAL, Facility Carried by Structure: MAYOR AITKEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 60003, Location: 0.3 MILE NORTH OF RT 49 (Lat: 39.431050, Lng: -75.236411), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,866 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,498 (year 2040), Features Intersected: Sunset lake raceway, Facility Carried by Structure: Mayor Aitken Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2020)
Structure Number: 60003, Location: 0.3 MILE NORTH OF RT 49 (Lat: 39.431050, Lng: -75.236411), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,866 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,498 (year 2040), Features Intersected: Sunset lake raceway, Facility Carried by Structure: Mayor Aitken Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2020)
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Structure Number: 600033, Location: 0.33 MI E OF CR 607 (Lat: 39.472611, Lng: -75.255581), Route carried "on" structure: County highway 704, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,011 (year 2040), Design Load: HS 20+Mod, Features Intersected: COHANSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Other
Structure Number: 600033, Location: 0.33 MI E OF CR 607 (Lat: 39.472611, Lng: -75.255581), Route carried "on" structure: County highway 704, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,011 (year 2040), Design Load: HS 20+Mod, Features Intersected: COHANSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Other
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Structure Number: 604152, Location: 0.2 MI. WEST OF RT 77 (Lat: 39.427219, Lng: -75.236669), Route carried "on" structure: State highway 49, Year Built: 2009, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 20,721 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,285 (year 2040), Design Load: HL 93, Features Intersected: COHANSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.974, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.3 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 604152, Location: 0.2 MI. WEST OF RT 77 (Lat: 39.427219, Lng: -75.236669), Route carried "on" structure: State highway 49, Year Built: 2009, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 20,721 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,285 (year 2040), Design Load: HL 93, Features Intersected: COHANSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.974, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.3 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: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60515, Location: .3 MI EAST OF NJ 77 (Lat: 39.425219, Lng: -75.230031), Route carried "on" structure: State highway 49, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 14,275 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,130 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK-JACKSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 60515, Location: .3 MI EAST OF NJ 77 (Lat: 39.425219, Lng: -75.230031), Route carried "on" structure: State highway 49, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 14,275 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,130 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK-JACKSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021