Bridge Statistics for Wyomissing, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 551,  Location: OVER OAKDALE ROAD (Lat: 40.436683,  Lng: -80.210425),  Route carried "on" structure: US 22,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 24,300 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,650 (year 2032),  Design Load: HS 20,  Features Intersected: OAKDALE ROAD SR 3063
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.178,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 4768,  Location: LANCASTER PIKE (Lat: 40.305972,  Lng: -75.976472),  Route carried "on" structure: Business State highway 724,  Year Built: 1973,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 11,916 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,270 (year 2032),  Design Load: HS 20,  Features Intersected: WYOMISSING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.825,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 1 degrees,  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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $342,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4839,  Location: INTERSECTION PENN AVE (Lat: 40.327922,  Lng: -75.983517),  Route carried "on" structure: Business US 422,  Year Built: 1977,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 20,411 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,849 (year 2032),  Design Load: HS 20,  Features Intersected: LR 06150,NORF/SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.644,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "on" structure: US 222,  Year Built: 1977,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 61,350 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,388 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3422,SR 8028,NORFKSOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.319,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 16.70m (54.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4846,  Location: OVER STATE HILL ROAD (Lat: 40.337183,  Lng: -75.967097),  Route carried "on" structure: US 222,  Year Built: 1977,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 76,845 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 89,442 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3023(STATE HILL RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.817,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 62.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 485,  Location: 222 OVER CROSSING DRIVE (Lat: 40.346292,  Lng: -75.964717),  Route carried "on" structure: US 222,  Year Built: 1977,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 86,810 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 99,601 (year 2032),  Design Load: HS 20,  Features Intersected: CROSSING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.914,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 64.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5159,  Location: PARK ROAD (Lat: 40.338797,  Lng: -75.956900),  Route carried "on" structure: State highway ,  Year Built: 1925,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 14,609 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,293 (year 2032),  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: SR 3019 (LR 06070)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $1,347,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5172,  Location: INTERSECTION READINGBLV (Lat: 40.328222,  Lng: -75.979036),  Route carried "on" structure: US 222,  Year Built: 1977,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 57,868 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,445 (year 2032),  Design Load: HS 20,  Features Intersected: T-566,READING BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.589,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5509,  Location: AT WYOMISSING POOL (Lat: 40.322544,  Lng: -75.967344),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,200 (year 2020),  Design Load: H 20,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: OLD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551,  Location: WYOMISSING HS & POOL (Lat: 40.322231,  Lng: -75.969522),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,200 (year 2020),  Design Load: H 20,  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5511,  Location: RUTH'S BRIDGE (Lat: 40.315850,  Lng: -75.968508),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1963,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 215 (year 2017),  Average Future Daily Traffic: 286 (year 2033),  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: OLD WYOMISSING RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $156,000

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Structure Number: 5512,  Location: BORO OF WYOMISSING (Lat: 40.325319,  Lng: -75.960644),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 11,125 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,491 (year 2021),  Features Intersected: WYOMISSING CREEK,  Facility Carried by Structure: WYOMISSING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Inventory Rating: 89.8 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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $437,000

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Structure Number: 39658,  Location: BERKSHIRE BLVD. (Lat: 40.352883,  Lng: -75.965631),  Route carried "on" structure: State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 1,373 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,993 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  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: 40023,  Location: N.WYOMISSING BLVD.OVER422 (Lat: 40.344164,  Lng: -75.952072),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 14,609 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,293 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 422,  Facility Carried by Structure: N. WYOMISSING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 40234,  Location: RAMP K OVER US 222 (Lat: 40.352747,  Lng: -75.962558),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 10,167 (year 2022),  Truck Traffic: 50%,  Average Future Daily Traffic: 14,924 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 222,  Facility Carried by Structure: RAMP K(SR 8042)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40492,  Location: RAMP J OVER WARREN ST. (Lat: 40.348753,  Lng: -75.961886),  Route carried "on" structure: Ramp State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 14,874 (year 2022),  Truck Traffic: 50%,  Average Future Daily Traffic: 15,529 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR 8042)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  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: 40493,  Location: RAMP J OVER RAMP K (Lat: 40.352078,  Lng: -75.964081),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 14,874 (year 2022),  Truck Traffic: 50%,  Average Future Daily Traffic: 15,529 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 8042;RAMP K,  Facility Carried by Structure: RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  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: 40494,  Location: RAMP J OVER US 222 (Lat: 40.352883,  Lng: -75.964967),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 14,874 (year 2022),  Truck Traffic: 50%,  Average Future Daily Traffic: 15,529 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR8042)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 4839,  Location: INTERSECTION PENN AVE (Lat: 40.327922,  Lng: -75.983517),  Route carried "under" structure: Spur State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,041 (year 2022),  Truck Traffic: 7%,  Features Intersected: LR 06150,NORF/SOUTH,  Facility Carried by Structure: US422BUS (LR 149)
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4839,  Location: INTERSECTION PENN AVE (Lat: 40.327922,  Lng: -75.983517),  Route carried "under" structure: Spur State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 7,143 (year 2022),  Truck Traffic: 7%,  Features Intersected: LR 06150,NORF/SOUTH,  Facility Carried by Structure: US422BUS (LR 149)
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "under" structure: State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 7,557 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 3422,SR 8028,NORFKSOU,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "under" structure: Business US 422B,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 4,217 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 3422,SR 8028,NORFKSOU,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 8.00m (26.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "under" structure: Business US 422B,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 4,217 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 3422,SR 8028,NORFKSOU,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 8.80m (28.87ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "under" structure: US 422,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,388 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 3422,SR 8028,NORFKSOU,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 8.81m (28.90ft),  Kilometerpoint: 24.644,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "under" structure: US 422,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,023 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 3422,SR 8028,NORFKSOU,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 24.644,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4842,  Location: WYOMISSING HILLS (Lat: 40.328306,  Lng: -75.978686),  Route carried "under" structure: Business State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 8,041 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 3422,SR 8028,NORFKSOU,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 4846,  Location: OVER STATE HILL ROAD (Lat: 40.337183,  Lng: -75.967097),  Route carried "under" structure: State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 7,838 (year 2021),  Truck Traffic: 1%,  Features Intersected: SR 3023(STATE HILL RD.),  Facility Carried by Structure: US 222 (LR 06150)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.417,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 4846,  Location: OVER STATE HILL ROAD (Lat: 40.337183,  Lng: -75.967097),  Route carried "under" structure: State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,569 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 3023(STATE HILL RD.),  Facility Carried by Structure: US 222 (LR 06150)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.404,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 485,  Location: 222 OVER CROSSING DRIVE (Lat: 40.346292,  Lng: -75.964717),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 1,170 (year 1975),  Truck Traffic: 1%,  Features Intersected: CROSSING DRIVE,  Facility Carried by Structure: US 222 (LR 06150)
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 5172,  Location: INTERSECTION READINGBLV (Lat: 40.328222,  Lng: -75.979036),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1994),  Truck Traffic: 1%,  Features Intersected: T-566,READING BLVD.,  Facility Carried by Structure: SR 222
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 39658,  Location: BERKSHIRE BLVD. (Lat: 40.352883,  Lng: -75.965631),  Route carried "under" structure: Ramp State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 14,874 (year 2022),  Truck Traffic: 50%,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 39658,  Location: BERKSHIRE BLVD. (Lat: 40.352883,  Lng: -75.965631),  Route carried "under" structure: US 222,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 31,275 (year 2022),  Truck Traffic: 10%,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 7.83m (25.69ft),  Kilometerpoint: 14.687,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 39658,  Location: BERKSHIRE BLVD. (Lat: 40.352883,  Lng: -75.965631),  Route carried "under" structure: US 222,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 29,857 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 14.677,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 40023,  Location: N.WYOMISSING BLVD.OVER422 (Lat: 40.344164,  Lng: -75.952072),  Route carried "under" structure: US 422,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 39,154 (year 2022),  Truck Traffic: 13%,  Features Intersected: US 422,  Facility Carried by Structure: N. WYOMISSING BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.226,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 40023,  Location: N.WYOMISSING BLVD.OVER422 (Lat: 40.344164,  Lng: -75.952072),  Route carried "under" structure: US 422,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 40,325 (year 2022),  Truck Traffic: 12%,  Features Intersected: US 422,  Facility Carried by Structure: N. WYOMISSING BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.234,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 40234,  Location: RAMP K OVER US 222 (Lat: 40.352747,  Lng: -75.962558),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 31,275 (year 2022),  Truck Traffic: 10%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP K(SR 8042)
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 14.687,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 40234,  Location: RAMP K OVER US 222 (Lat: 40.352747,  Lng: -75.962558),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 29,857 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP K(SR 8042)
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 14.677,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 40492,  Location: RAMP J OVER WARREN ST. (Lat: 40.348753,  Lng: -75.961886),  Route carried "under" structure: US 222,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 41,168 (year 2022),  Truck Traffic: 6%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR 8042)
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 13.914,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 40492,  Location: RAMP J OVER WARREN ST. (Lat: 40.348753,  Lng: -75.961886),  Route carried "under" structure: US 222,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 45,642 (year 2022),  Truck Traffic: 8%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR 8042)
Minimum Vertical Clearance: 6.64m (21.78ft),  Kilometerpoint: 13.903,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 40493,  Location: RAMP J OVER RAMP K (Lat: 40.352078,  Lng: -75.964081),  Route carried "under" structure: Ramp State highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 10,167 (year 2022),  Truck Traffic: 50%,  Features Intersected: SR 8042;RAMP K,  Facility Carried by Structure: RAMP J
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 40494,  Location: RAMP J OVER US 222 (Lat: 40.352883,  Lng: -75.964967),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 31,275 (year 2022),  Truck Traffic: 10%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR8042)
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 14.687,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 40494,  Location: RAMP J OVER US 222 (Lat: 40.352883,  Lng: -75.964967),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 29,857 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR8042)
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 14.677,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)