Bridge Statistics for Mullica Hill, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 121ft / 36.8mTotal length
- $4,068,000Total costs
- 339,593Total average daily traffic
- 18,694Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mullica Hill
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 51920-1929
- 11930-1939
- 21940-1949
- 71950-1959
- 21970-1979
- 21990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Excellent
- 20.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 5.6%Very good
- 16.7%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 5.6%Very good
- 38.9%Good
- 11.1%Satisfactory
- 44.4%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 6.3%Very good
- 37.5%Good
- 18.8%Satisfactory
- 31.3%Fair
- Bridge Condition - Culverts
- 50.0%Fair
- 50.0%Poor
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Structure Number: 804F03, Location: 0.2 mi North of CR607 (Lat: 39.772581, Lng: -75.260900), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,114 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,337 (year 2040), Features Intersected: RATTLING RUN, Facility Carried by Structure: RATTLING RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 804F03, Location: 0.2 mi North of CR607 (Lat: 39.772581, Lng: -75.260900), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,114 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,337 (year 2040), Features Intersected: RATTLING RUN, Facility Carried by Structure: RATTLING RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 804F04, Location: 0.8 mi North of CR 664 (Lat: 39.772561, Lng: -75.233911), Route carried "on" structure: Other road , Year Built: 1956, Year Reconstructed: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 595 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 714 (year 2040), Design Load: HS 20+Mod, Features Intersected: STILL RUN, Facility Carried by Structure: UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 804F04, Location: 0.8 mi North of CR 664 (Lat: 39.772561, Lng: -75.233911), Route carried "on" structure: Other road , Year Built: 1956, Year Reconstructed: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 595 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 714 (year 2040), Design Load: HS 20+Mod, Features Intersected: STILL RUN, Facility Carried by Structure: UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 804F05, Location: 0.2 mi South of CR551 (Lat: 39.771450, Lng: -75.263950), Route carried "on" structure: County highway 607, Year Built: 1919, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,802 (year 2040), Features Intersected: RATTLING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $100,000, Total Project Cost: $482,000 ( Estimate for 2020)
Structure Number: 804F05, Location: 0.2 mi South of CR551 (Lat: 39.771450, Lng: -75.263950), Route carried "on" structure: County highway 607, Year Built: 1919, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,335 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,802 (year 2040), Features Intersected: RATTLING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $100,000, Total Project Cost: $482,000 ( Estimate for 2020)
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Structure Number: 805F03, Location: 1.23 mi North of CR538 (Lat: 39.740281, Lng: -75.258819), Route carried "on" structure: County highway 607, Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,626 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,351 (year 2040), Design Load: HS 20+Mod, Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 59.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 805F03, Location: 1.23 mi North of CR538 (Lat: 39.740281, Lng: -75.258819), Route carried "on" structure: County highway 607, Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,626 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,351 (year 2040), Design Load: HS 20+Mod, Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 59.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 805F04, Location: 0.5 mi East of CR 607 (Lat: 39.736161, Lng: -75.255831), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 694 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 833 (year 2040), Features Intersected: SOUTH BR RACCOON CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: April 2020
Structure Number: 805F04, Location: 0.5 mi East of CR 607 (Lat: 39.736161, Lng: -75.255831), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 694 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 833 (year 2040), Features Intersected: SOUTH BR RACCOON CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: April 2020
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Structure Number: 805G13, Location: 0.49 mi East of NJ 45 (Lat: 39.739581, Lng: -75.217561), Route carried "on" structure: US 322, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,075 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,890 (year 2040), Design Load: HL 93, Features Intersected: JEFFERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 30.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 805G13, Location: 0.49 mi East of NJ 45 (Lat: 39.739581, Lng: -75.217561), Route carried "on" structure: US 322, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 14,075 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,890 (year 2040), Design Load: HL 93, Features Intersected: JEFFERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 30.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 806G05, Location: 1.29mi South of NJ RT 77 (Lat: 39.710069, Lng: -75.228869), Route carried "on" structure: County highway 581, Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,653 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,984 (year 2040), Features Intersected: S BRANCH RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: 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: April 2020
Structure Number: 806G05, Location: 1.29mi South of NJ RT 77 (Lat: 39.710069, Lng: -75.228869), Route carried "on" structure: County highway 581, Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,653 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,984 (year 2040), Features Intersected: S BRANCH RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: 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: April 2020
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Structure Number: 806G08, Location: 0.1 mi East of CR 581 (Lat: 39.703731, Lng: -75.228850), Route carried "on" structure: County highway 618, Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,384 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,861 (year 2040), Features Intersected: SOUTH BR RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $100,000, Total Project Cost: $509,000 ( Estimate for 2020)
Structure Number: 806G08, Location: 0.1 mi East of CR 581 (Lat: 39.703731, Lng: -75.228850), Route carried "on" structure: County highway 618, Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,384 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,861 (year 2040), Features Intersected: SOUTH BR RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $100,000, Total Project Cost: $509,000 ( Estimate for 2020)
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Structure Number: 807151, Location: 0.76 MI NORTH OF CO RT538 (Lat: 39.722019, Lng: -75.237989), Route carried "on" structure: State highway 45, Year Built: 1920, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,304 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,550 (year 2040), Features Intersected: SO.BRANCH RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.409, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 807151, Location: 0.76 MI NORTH OF CO RT538 (Lat: 39.722019, Lng: -75.237989), Route carried "on" structure: State highway 45, Year Built: 1920, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,304 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,550 (year 2040), Features Intersected: SO.BRANCH RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.409, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 807152, Location: 0.4 MI EAST OF US 322 (Lat: 39.736469, Lng: -75.224700), Route carried "on" structure: US 322B, Year Built: 1940, Year Reconstructed: 2019, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 15,460 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,864 (year 2040), Design Load: HL 93, Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $372,000, Total Project Cost: $827,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 807152, Location: 0.4 MI EAST OF US 322 (Lat: 39.736469, Lng: -75.224700), Route carried "on" structure: US 322B, Year Built: 1940, Year Reconstructed: 2019, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 15,460 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,864 (year 2040), Design Load: HL 93, Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $372,000, Total Project Cost: $827,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 807E07, Location: 1.6 Mi East of Rt. 45 (Lat: 39.682161, Lng: -75.266589), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 692 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 830 (year 2040), Features Intersected: OLDMANS CR,HARRSNVL LAKE, Facility Carried by Structure: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 807E07, Location: 1.6 Mi East of Rt. 45 (Lat: 39.682161, Lng: -75.266589), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 692 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 830 (year 2040), Features Intersected: OLDMANS CR,HARRSNVL LAKE, Facility Carried by Structure: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 808151, Location: 0.5 MI N OF JCT. CR 626 (Lat: 39.772200, Lng: -75.192939), Route carried "on" structure: State highway 45, Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,878 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,985 (year 2040), Features Intersected: EDWARDS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 6.7m (22.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 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: Meets minimum limits, Waterway Adequacy: Superior 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: September 2020, Bridge Improvement Cost: $207,000, Total Project Cost: $207,000 ( Estimate for 2020)
Structure Number: 808151, Location: 0.5 MI N OF JCT. CR 626 (Lat: 39.772200, Lng: -75.192939), Route carried "on" structure: State highway 45, Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,878 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,985 (year 2040), Features Intersected: EDWARDS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 6.7m (22.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 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: Meets minimum limits, Waterway Adequacy: Superior 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: September 2020, Bridge Improvement Cost: $207,000, Total Project Cost: $207,000 ( Estimate for 2020)
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Structure Number: 808F02, Location: 0.71 MI. SOUTH of CR 694 (Lat: 39.663961, Lng: -75.242869), Route carried "on" structure: County highway 581, Year Built: 1912, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 972 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,166 (year 2040), Features Intersected: OLDMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.938, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,291,000 ( Estimate for 2020)
Structure Number: 808F02, Location: 0.71 MI. SOUTH of CR 694 (Lat: 39.663961, Lng: -75.242869), Route carried "on" structure: County highway 581, Year Built: 1912, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 972 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,166 (year 2040), Features Intersected: OLDMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.938, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,291,000 ( Estimate for 2020)
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Structure Number: 82515, Location: 0.03 MI EAST OF RTE 45 (Lat: 39.736419, Lng: -75.224250), Route carried "on" structure: US 322B, Year Built: 1928, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 19,417 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 23,301 (year 2038), Features Intersected: RACCOON CREEK, Facility Carried by Structure: US 322 Business
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $31,000, Total Project Cost: $516,000 ( Estimate for 2018)
Structure Number: 82515, Location: 0.03 MI EAST OF RTE 45 (Lat: 39.736419, Lng: -75.224250), Route carried "on" structure: US 322B, Year Built: 1928, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 19,417 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 23,301 (year 2038), Features Intersected: RACCOON CREEK, Facility Carried by Structure: US 322 Business
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $31,000, Total Project Cost: $516,000 ( Estimate for 2018)
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Structure Number: 825152, Location: 0.87 MI W OF CR 623 (Lat: 39.734611, Lng: -75.221339), Route carried "on" structure: Business US 322B, Year Built: 2014, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 23,545 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 25,998 (year 2041), Design Load: HL 93, Features Intersected: BR RACCOON CREEK, Facility Carried by Structure: ROUTE US 322 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 4.2m (13.8ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 59.0 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: 45.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 825152, Location: 0.87 MI W OF CR 623 (Lat: 39.734611, Lng: -75.221339), Route carried "on" structure: Business US 322B, Year Built: 2014, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 23,545 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 25,998 (year 2041), Design Load: HL 93, Features Intersected: BR RACCOON CREEK, Facility Carried by Structure: ROUTE US 322 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 4.2m (13.8ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 59.0 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: 45.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1700495, Location: 1.5 MI NW CR581 & CR660 (Lat: 39.666061, Lng: -75.248811), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 615 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLDMANS CREEK, Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1700495, Location: 1.5 MI NW CR581 & CR660 (Lat: 39.666061, Lng: -75.248811), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 615 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLDMANS CREEK, Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M0134, Location: 0.5 MI NORTH OF EXIT 2 (Lat: 39.758369, Lng: -75.268450), Route carried "on" structure: Ramp Other road NJTPK, Year Built: 1973, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: U-TURN MAINTENANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 85.9 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: 66.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $18,000, Total Project Cost: $191,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: M0134, Location: 0.5 MI NORTH OF EXIT 2 (Lat: 39.758369, Lng: -75.268450), Route carried "on" structure: Ramp Other road NJTPK, Year Built: 1973, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: U-TURN MAINTENANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 85.9 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: 66.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $18,000, Total Project Cost: $191,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: M01388, Location: 1.06 MI NORTH OF EXIT 2 (Lat: 39.762669, Lng: -75.261350), Route carried "on" structure: County highway 607, Year Built: 1950, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 2,111 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,532 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E TOMLIN STATIONRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.0 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: 25.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M01388, Location: 1.06 MI NORTH OF EXIT 2 (Lat: 39.762669, Lng: -75.261350), Route carried "on" structure: County highway 607, Year Built: 1950, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 2,111 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,532 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E TOMLIN STATIONRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.0 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: 25.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M01503, Location: 1.8 MI NORTH OF EXIT 2 (Lat: 39.772817, Lng: -75.244500), Route carried "on" structure: County highway 664, Year Built: 1950, Year Reconstructed: 2011, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,263 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,515 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E WOLFERT STATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.3 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: 26.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Roadway Improvement Cost: $15,000, Total Project Cost: $15,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: M01503, Location: 1.8 MI NORTH OF EXIT 2 (Lat: 39.772817, Lng: -75.244500), Route carried "on" structure: County highway 664, Year Built: 1950, Year Reconstructed: 2011, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,263 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,515 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E WOLFERT STATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.3 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: 26.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Roadway Improvement Cost: $15,000, Total Project Cost: $15,000 ( Estimate for 2016), 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: M01592, Location: 3.1 MI NORTH OF EXIT 2 (Lat: 39.780339, Lng: -75.230669), Route carried "on" structure: County highway 673, Year Built: 1950, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 3,578 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,245 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.9 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: 28.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Roadway Improvement Cost: $30,000, Total Project Cost: $30,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M01592, Location: 3.1 MI NORTH OF EXIT 2 (Lat: 39.780339, Lng: -75.230669), Route carried "on" structure: County highway 673, Year Built: 1950, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 3,578 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,245 (year 2040), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.9 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: 28.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Roadway Improvement Cost: $30,000, Total Project Cost: $30,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M0134, Location: 0.5 MI NORTH OF EXIT 2 (Lat: 39.758369, Lng: -75.268450), Route carried "under" structure: Other road NJTPK, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 54,952 (year 2020), Truck Traffic: 7%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: U-TURN MAINTENANCE
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: M0134, Location: 0.5 MI NORTH OF EXIT 2 (Lat: 39.758369, Lng: -75.268450), Route carried "under" structure: Other road NJTPK, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 54,952 (year 2020), Truck Traffic: 7%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: U-TURN MAINTENANCE
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: M01388, Location: 1.06 MI NORTH OF EXIT 2 (Lat: 39.762669, Lng: -75.261350), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 54,953 (year 2020), Truck Traffic: 7%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E TOMLIN STATIONRD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 22.660, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: M01388, Location: 1.06 MI NORTH OF EXIT 2 (Lat: 39.762669, Lng: -75.261350), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 54,953 (year 2020), Truck Traffic: 7%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E TOMLIN STATIONRD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 22.660, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: M01503, Location: 1.8 MI NORTH OF EXIT 2 (Lat: 39.772817, Lng: -75.244500), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 56,051 (year 2020), Truck Traffic: 7%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E WOLFERT STATION
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 24.188, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: M01503, Location: 1.8 MI NORTH OF EXIT 2 (Lat: 39.772817, Lng: -75.244500), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 56,051 (year 2020), Truck Traffic: 7%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: E WOLFERT STATION
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 24.188, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: M01592, Location: 3.1 MI NORTH OF EXIT 2 (Lat: 39.780339, Lng: -75.230669), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 56,051 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 25.943, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: M01592, Location: 3.1 MI NORTH OF EXIT 2 (Lat: 39.780339, Lng: -75.230669), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 56,051 (year 2020), Truck Traffic: 5%, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 25.943, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)