Bridge Statistics for Pomona, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 180ft / 55.0mTotal length
- $987,000Total costs
- 661,990Total average daily traffic
- 26,297Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pomona
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 81950-1959
- 81960-1969
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 02000-2009
- 52010-2019
- Bridge Condition - Deck
- 42.9%Very good
- 14.3%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 21.4%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 57.1%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
Find on map >> Show street view
Structure Number: 162154, Location: 0.2 mi South of US 30 (Lat: 39.496811, Lng: -74.605831), Route carried "on" structure: County highway 563, Year Built: 1940, Status: Temporarily open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 8,386 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,063 (year 2040), Design Load: H 20, Features Intersected: ATLANTIC CITY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.758, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $1,000, Total Project Cost: $987,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 162154, Location: 0.2 mi South of US 30 (Lat: 39.496811, Lng: -74.605831), Route carried "on" structure: County highway 563, Year Built: 1940, Status: Temporarily open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 8,386 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,063 (year 2040), Design Load: H 20, Features Intersected: ATLANTIC CITY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.758, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $1,000, Total Project Cost: $987,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 350095, Location: 2.5 MI.FROM INTERCHG. 7 (Lat: 39.433331, Lng: -74.586669), Route carried "on" structure: County highway 646, Year Built: 1963, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 35,545 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 42,625 (year 2032), Design Load: HS 20, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: DELILAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 350095, Location: 2.5 MI.FROM INTERCHG. 7 (Lat: 39.433331, Lng: -74.586669), Route carried "on" structure: County highway 646, Year Built: 1963, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 35,545 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 42,625 (year 2032), Design Load: HS 20, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: DELILAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.106, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 350118, Location: 1 MI E OF RT40&322 MERGE (Lat: 39.450000, Lng: -74.625000), Route carried "on" structure: Ramp Other road ACE, Year Built: 1964, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 11,928 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 16,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350118, Location: 1 MI E OF RT40&322 MERGE (Lat: 39.450000, Lng: -74.625000), Route carried "on" structure: Ramp Other road ACE, Year Built: 1964, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 11,928 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 16,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 350123, Location: 0.75 MI E OF RT40&322 JCT (Lat: 39.455000, Lng: -74.630000), Route carried "on" structure: County highway 575, Year Built: 1964, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 4,740 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 6,836 (year 2032), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: WRANGLEBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.015, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, 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: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 350123, Location: 0.75 MI E OF RT40&322 JCT (Lat: 39.455000, Lng: -74.630000), Route carried "on" structure: County highway 575, Year Built: 1964, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 4,740 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 6,836 (year 2032), Design Load: HS 20+Mod, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: WRANGLEBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.015, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, 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: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 350130N, Location: 0.5 MI N OF A.C. RACETRK (Lat: 39.465000, Lng: -74.631669), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 33,000 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED PRSL RR, Facility Carried by Structure: A.C.EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.954, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350130N, Location: 0.5 MI N OF A.C. RACETRK (Lat: 39.465000, Lng: -74.631669), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 33,000 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED PRSL RR, Facility Carried by Structure: A.C.EXPRESSWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.954, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 350130S, Location: 0.5 MI N OF A.C.RACETRK (Lat: 39.465000, Lng: -74.631669), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 33,000 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED PRSL RR, Facility Carried by Structure: A.C.EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.954, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 350130S, Location: 0.5 MI N OF A.C.RACETRK (Lat: 39.465000, Lng: -74.631669), Route carried "on" structure: Other road ACE, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 23,700 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 33,000 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED PRSL RR, Facility Carried by Structure: A.C.EXPRESSWAY EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.954, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 360389N, Location: 1 MI S OF US 30 & GSP JCT (Lat: 39.435497, Lng: -74.539603), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2017, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,053 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 30,570 (year 2041), Design Load: HL 93, Features Intersected: WESTCOAT ROAD (CR 685)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.603, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.4m (60.4ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.4 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: 50.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360389N, Location: 1 MI S OF US 30 & GSP JCT (Lat: 39.435497, Lng: -74.539603), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2017, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,053 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 30,570 (year 2041), Design Load: HL 93, Features Intersected: WESTCOAT ROAD (CR 685)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.603, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.4m (60.4ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.4 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: 50.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 360389S, Location: 1 MI S OF RT 30 & GSP JCT (Lat: 39.435361, Lng: -74.540267), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2017, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 28,628 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 34,932 (year 2041), Design Load: HL 93, Features Intersected: WESTCOAT ROAD (CR 685)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.603, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360389S, Location: 1 MI S OF RT 30 & GSP JCT (Lat: 39.435361, Lng: -74.540267), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2017, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 28,628 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 34,932 (year 2041), Design Load: HL 93, Features Intersected: WESTCOAT ROAD (CR 685)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.603, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 360393N, Location: AT ATLANTIC CITY RESEVOIR (Lat: 39.441450, Lng: -74.539111), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2015, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 29,754 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 36,306 (year 2041), Design Load: H 20, Features Intersected: A.C. RESERVOIR FLUME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.247, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360393N, Location: AT ATLANTIC CITY RESEVOIR (Lat: 39.441450, Lng: -74.539111), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2015, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 29,754 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 36,306 (year 2041), Design Load: H 20, Features Intersected: A.C. RESERVOIR FLUME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.247, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 360393S, Location: AT ATLANTIC CITY RESEVOIR (Lat: 39.441417, Lng: -74.539664), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2015, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 36,593 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 44,650 (year 2041), Design Load: H 20, Features Intersected: A.C. RESERVOIR FLUME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.247, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360393S, Location: AT ATLANTIC CITY RESEVOIR (Lat: 39.441417, Lng: -74.539664), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2015, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 36,593 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 44,650 (year 2041), Design Load: H 20, Features Intersected: A.C. RESERVOIR FLUME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.247, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 360400T, Location: 1.5 MI S OF GSP&CR561 JCT (Lat: 39.451719, Lng: -74.536667), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2017, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 55,385 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67,581 (year 2041), Design Load: HS 20, Features Intersected: US 30 (WHITE HORSE PIKE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.438, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 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: 34.3 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360400T, Location: 1.5 MI S OF GSP&CR561 JCT (Lat: 39.451719, Lng: -74.536667), Route carried "on" structure: Other road GSP, Year Built: 1954, Year Reconstructed: 2017, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 55,385 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67,581 (year 2041), Design Load: HS 20, Features Intersected: US 30 (WHITE HORSE PIKE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.438, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 42.2m (138.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 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: 34.3 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 360417N, Location: 1.65 MI N OF RT30&GSP JCT (Lat: 39.474267, Lng: -74.526819), Route carried "on" structure: Other road GSP, Year Built: 2006, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 25,350 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 30,932 (year 2041), Design Load: HS 20+Mod, Features Intersected: JIMMIE LEEDS RD (CR 561)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.094, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 360417N, Location: 1.65 MI N OF RT30&GSP JCT (Lat: 39.474267, Lng: -74.526819), Route carried "on" structure: Other road GSP, Year Built: 2006, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 25,350 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 30,932 (year 2041), Design Load: HS 20+Mod, Features Intersected: JIMMIE LEEDS RD (CR 561)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.094, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 360417S, Location: 1.75 MI N OF US30&GSP JCT (Lat: 39.474522, Lng: -74.528417), Route carried "on" structure: Other road GSP, Year Built: 2006, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 23,667 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 28,878 (year 2041), Design Load: HS 20+Mod, Features Intersected: JIMMIE LEEDS RD (CR 561)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.094, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 360417S, Location: 1.75 MI N OF US30&GSP JCT (Lat: 39.474522, Lng: -74.528417), Route carried "on" structure: Other road GSP, Year Built: 2006, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 23,667 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 28,878 (year 2041), Design Load: HS 20+Mod, Features Intersected: JIMMIE LEEDS RD (CR 561)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.094, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 370399T, Location: 0.14 MI S OF US30&GSP JCT (Lat: 39.466139, Lng: -74.537639), Route carried "on" structure: Other road GSP, Year Built: 2017, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 54,463 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 66,456 (year 2041), Design Load: HL 93, Features Intersected: PENN-READING SEASHORE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.213, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.3m (122.4ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 370399T, Location: 0.14 MI S OF US30&GSP JCT (Lat: 39.466139, Lng: -74.537639), Route carried "on" structure: Other road GSP, Year Built: 2017, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 54,463 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 66,456 (year 2041), Design Load: HL 93, Features Intersected: PENN-READING SEASHORE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.213, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.3m (122.4ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 350095, Location: 2.5 MI.FROM INTERCHG. 7 (Lat: 39.433331, Lng: -74.586669), Route carried "under" structure: Other road ACE, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 73,570 (year 2012), Truck Traffic: 5%, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: DELILAH ROAD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 15.289, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 350095, Location: 2.5 MI.FROM INTERCHG. 7 (Lat: 39.433331, Lng: -74.586669), Route carried "under" structure: Other road ACE, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 73,570 (year 2012), Truck Traffic: 5%, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: DELILAH ROAD
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 15.289, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Find on map >> Show street view
Structure Number: 350118, Location: 1 MI E OF RT40&322 MERGE (Lat: 39.450000, Lng: -74.625000), Route carried "under" structure: Other road ACE, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 77,947 (year 2012), Truck Traffic: 5%, Features Intersected: ATLANTIC CITY EXPRESSWAY
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 18.990, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 350118, Location: 1 MI E OF RT40&322 MERGE (Lat: 39.450000, Lng: -74.625000), Route carried "under" structure: Other road ACE, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 77,947 (year 2012), Truck Traffic: 5%, Features Intersected: ATLANTIC CITY EXPRESSWAY
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 18.990, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 350123, Location: 0.75 MI E OF RT40&322 JCT (Lat: 39.455000, Lng: -74.630000), Route carried "under" structure: Other road ACE, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 55,677 (year 2012), Truck Traffic: 5%, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: WRANGLEBORO ROAD
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 19.795, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 350123, Location: 0.75 MI E OF RT40&322 JCT (Lat: 39.455000, Lng: -74.630000), Route carried "under" structure: Other road ACE, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 55,677 (year 2012), Truck Traffic: 5%, Features Intersected: ATLANTIC CITY EXPRESSWAY, Facility Carried by Structure: WRANGLEBORO ROAD
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 19.795, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Find on map >> Show street view
Structure Number: 360389N, Location: 1 MI S OF US 30 & GSP JCT (Lat: 39.435497, Lng: -74.539603), Route carried "under" structure: County highway 685, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 6,040 (year 2021), Truck Traffic: 4%, Features Intersected: WESTCOAT ROAD (CR 685), Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 1.690, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 360389N, Location: 1 MI S OF US 30 & GSP JCT (Lat: 39.435497, Lng: -74.539603), Route carried "under" structure: County highway 685, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 6,040 (year 2021), Truck Traffic: 4%, Features Intersected: WESTCOAT ROAD (CR 685), Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 1.690, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Find on map >> Show street view
Structure Number: 360389S, Location: 1 MI S OF RT 30 & GSP JCT (Lat: 39.435361, Lng: -74.540267), Route carried "under" structure: County highway 685, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 6,040 (year 2021), Truck Traffic: 4%, Features Intersected: WESTCOAT ROAD (CR 685), Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.642, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 360389S, Location: 1 MI S OF RT 30 & GSP JCT (Lat: 39.435361, Lng: -74.540267), Route carried "under" structure: County highway 685, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 6,040 (year 2021), Truck Traffic: 4%, Features Intersected: WESTCOAT ROAD (CR 685), Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.642, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Find on map >> Show street view
Structure Number: 360400T, Location: 1.5 MI S OF GSP&CR561 JCT (Lat: 39.451719, Lng: -74.536667), Route carried "under" structure: US 30, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 18,788 (year 2021), Truck Traffic: 4%, Features Intersected: US 30 (WHITE HORSE PIKE), Facility Carried by Structure: GSP
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 79.260, Lanes on structure: 7, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 360400T, Location: 1.5 MI S OF GSP&CR561 JCT (Lat: 39.451719, Lng: -74.536667), Route carried "under" structure: US 30, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 18,788 (year 2021), Truck Traffic: 4%, Features Intersected: US 30 (WHITE HORSE PIKE), Facility Carried by Structure: GSP
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 79.260, Lanes on structure: 7, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Find on map >> Show street view
Structure Number: 360417N, Location: 1.65 MI N OF RT30&GSP JCT (Lat: 39.474267, Lng: -74.526819), Route carried "under" structure: County highway 561, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,518 (year 2021), Truck Traffic: 4%, Features Intersected: JIMMIE LEEDS RD (CR 561), Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 5.649, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 360417N, Location: 1.65 MI N OF RT30&GSP JCT (Lat: 39.474267, Lng: -74.526819), Route carried "under" structure: County highway 561, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,518 (year 2021), Truck Traffic: 4%, Features Intersected: JIMMIE LEEDS RD (CR 561), Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 5.649, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft)
Find on map >> Show street view
Structure Number: 360417S, Location: 1.75 MI N OF US30&GSP JCT (Lat: 39.474522, Lng: -74.528417), Route carried "under" structure: County highway 561, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,518 (year 2021), Truck Traffic: 4%, Features Intersected: JIMMIE LEEDS RD (CR 561), Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 5.778, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 360417S, Location: 1.75 MI N OF US30&GSP JCT (Lat: 39.474522, Lng: -74.528417), Route carried "under" structure: County highway 561, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,518 (year 2021), Truck Traffic: 4%, Features Intersected: JIMMIE LEEDS RD (CR 561), Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 5.778, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.0m (82.0ft)