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

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Structure Number: 602220192,  Location: 222 OVER CROSSING DRIVE (Lat: 40.345750,  Lng: -75.965439),  Route carried "on" structure: US 222,  Year Built: 1977,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 77,019 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,580 (year 2013),  Design Load: H 15,  Features Intersected: CROSSING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.902,  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: 38.4m (126.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6022202022236,  Location: BERKSHIRE BLVD. (Lat: 40.353047,  Lng: -75.965472),  Route carried "on" structure: State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 1,498 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,685 (year 2024),  Design Load: H 15,  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: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  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: Very 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: 6042203201641,  Location: INTERSECTION PENN AVE (Lat: 40.327722,  Lng: -75.984506),  Route carried "on" structure: Business US 422,  Year Built: 1977,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 45,247 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,902 (year 2013),  Design Load: H 15,  Features Intersected: LR 06150,NORF/SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.644,  Lanes on structure: 4,  Lanes under structure: 2,  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: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6301900101111,  Location: PARK ROAD (Lat: 40.338847,  Lng: -75.956903),  Route carried "on" structure: State highway ,  Year Built: 1925,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 14,472 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,390 (year 2013),  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: Very good,  Structural Evaluation: High priority of corrective action,  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: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 6301900300511,  Location: N.WYOMISSING BLVD.OVER422 (Lat: 40.344181,  Lng: -75.951994),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 14,472 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,289 (year 2025),  Design Load: H 15,  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: 8,  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: Very good,  Substructure: Good,  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: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: 6742900000001,  Location: 0.5 MILES EAST OF BORO LN (Lat: 40.322500,  Lng: -75.967444),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,900 (year 1980),  Average Future Daily Traffic: 2,660 (year 2000),  Design Load: H 15,  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: 11.3m (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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6742900000002,  Location: 3500 FT SOUTH OF LR06150 (Lat: 40.323333,  Lng: -75.970000),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,950 (year 1980),  Average Future Daily Traffic: 2,730 (year 2000),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6742900009302,  Location: RUTH'S BRIDGE (Lat: 40.315861,  Lng: -75.968583),  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: 134 (year 1986),  Average Future Daily Traffic: 188 (year 2006),  Design Load: H 15,  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: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 9.1 metric tons,  Inventory Rating: 6.4 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2005,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $156,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6742900009303,  Location: BORO OF WYOMISSING (Lat: 40.325250,  Lng: -75.960694),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 9,424 (year 1986),  Average Future Daily Traffic: 13,194 (year 2006),  Design Load: H 15,  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: Fair,  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: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $437,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6804205400384,  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: 116 (year 2008),  Truck Traffic: 50%,  Average Future Daily Traffic: 153 (year 2024),  Design Load: H 15,  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,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  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: Very good,  Superstructure: Very 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  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: 6804205401522,  Location: RAMP J OVER RAMP K (Lat: 40.352078,  Lng: -75.964083),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 116 (year 2008),  Truck Traffic: 50%,  Average Future Daily Traffic: 153 (year 2024),  Design Load: H 15,  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,  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,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  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: 6804205401746,  Location: RAMP J OVER SR 222 (Lat: 40.352886,  Lng: -75.964967),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 116 (year 2008),  Truck Traffic: 50%,  Average Future Daily Traffic: 153 (year 2024),  Design Load: H 15,  Features Intersected: SR 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,  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: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  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: 6804207500806,  Location: RAMP K OVER US 222 (Lat: 40.352750,  Lng: -75.962558),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 116 (year 2008),  Truck Traffic: 50%,  Average Future Daily Traffic: 154 (year 2025),  Design Load: HS 25,  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,  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: Very good,  Structural Evaluation: High priority of corrective action,  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: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 602220192,  Location: 222 OVER CROSSING DRIVE (Lat: 40.345750,  Lng: -75.965439),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 3.20m (10.50ft),  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: 4.57m (14.99ft),  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: 6022202022236,  Location: BERKSHIRE BLVD. (Lat: 40.353047,  Lng: -75.965472),  Route carried "under" structure: Ramp State highway ,  Year Built: 1997,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 116 (year 2008),  Truck Traffic: 50%,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 6022202022236,  Location: BERKSHIRE BLVD. (Lat: 40.353047,  Lng: -75.965472),  Route carried "under" structure: US 222,  Year Built: 1997,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 30,189 (year 2007),  Truck Traffic: 10%,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 14.674,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 6022202022236,  Location: BERKSHIRE BLVD. (Lat: 40.353047,  Lng: -75.965472),  Route carried "under" structure: Ramp State highway ,  Year Built: 1997,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 1 (year 2003),  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 6022202022236,  Location: BERKSHIRE BLVD. (Lat: 40.353047,  Lng: -75.965472),  Route carried "under" structure: US 222,  Year Built: 1997,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 30,501 (year 2007),  Truck Traffic: 10%,  Features Intersected: SR 0222; RAMP I & J,  Facility Carried by Structure: SR3044(BERKSHIRE)
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 14.732,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 6042203201641,  Location: INTERSECTION PENN AVE (Lat: 40.327722,  Lng: -75.984506),  Route carried "under" structure: Spur State highway ,  Year Built: 1977,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 52 (year 2008),  Truck Traffic: 7%,  Features Intersected: LR 06150,NORF/SOUTH,  Facility Carried by Structure: US422BUS (LR 149)
Minimum Vertical Clearance: 5.38m (17.65ft),  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: 6301900300511,  Location: N.WYOMISSING BLVD.OVER422 (Lat: 40.344181,  Lng: -75.951994),  Route carried "under" structure: US 422,  Year Built: 1998,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 39,222 (year 2007),  Truck Traffic: 13%,  Features Intersected: US 422,  Facility Carried by Structure: N. WYOMISSING BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 26.226,  Lanes on structure: 2,  Lanes under structure: 4,  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: 6301900300511,  Location: N.WYOMISSING BLVD.OVER422 (Lat: 40.344181,  Lng: -75.951994),  Route carried "under" structure: US 422,  Year Built: 1998,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 39,884 (year 2007),  Truck Traffic: 12%,  Features Intersected: US 422,  Facility Carried by Structure: N. WYOMISSING BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 26.234,  Lanes on structure: 2,  Lanes under structure: 4,  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: 6804205400384,  Location: RAMP J OVER WARREN ST. (Lat: 40.348753,  Lng: -75.961886),  Route carried "under" structure: US 222,  Year Built: 1999,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 39,514 (year 2007),  Truck Traffic: 10%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR 8042)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 13.902,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 6804205400384,  Location: RAMP J OVER WARREN ST. (Lat: 40.348753,  Lng: -75.961886),  Route carried "under" structure: US 222,  Year Built: 1999,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 37,505 (year 2007),  Truck Traffic: 10%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP J(SR 8042)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 13.958,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 6804205401522,  Location: RAMP J OVER RAMP K (Lat: 40.352078,  Lng: -75.964083),  Route carried "under" structure: Ramp State highway ,  Year Built: 1998,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 116 (year 2008),  Truck Traffic: 50%,  Features Intersected: SR 8042;RAMP K,  Facility Carried by Structure: RAMP J
Minimum Vertical Clearance: 5.49m (18.01ft),  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: 6804205401746,  Location: RAMP J OVER SR 222 (Lat: 40.352886,  Lng: -75.964967),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 30,189 (year 2007),  Truck Traffic: 10%,  Features Intersected: SR 222,  Facility Carried by Structure: RAMP J(SR8042)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 14.674,  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: 6804205401746,  Location: RAMP J OVER SR 222 (Lat: 40.352886,  Lng: -75.964967),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 30,501 (year 2007),  Truck Traffic: 10%,  Features Intersected: SR 222,  Facility Carried by Structure: RAMP J(SR8042)
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 14.732,  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: 6804207500806,  Location: RAMP K OVER US 222 (Lat: 40.352750,  Lng: -75.962558),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 30,189 (year 2007),  Truck Traffic: 10%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP K(SR 8042)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.674,  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: 6804207500806,  Location: RAMP K OVER US 222 (Lat: 40.352750,  Lng: -75.962558),  Route carried "under" structure: US 222,  Year Built: 1998,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 30,501 (year 2007),  Truck Traffic: 10%,  Features Intersected: US 222,  Facility Carried by Structure: RAMP K(SR 8042)
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 14.732,  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)