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

Find on map >>   Show street view

Structure Number: 28516,  Location: KROMER RD.OVER PA.33 (Lat: 40.820097,  Lng: -75.297719),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 486 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,753 (year 2036),  Design Load: HL 93,  Features Intersected: PA 33(LR 1098),  Facility Carried by Structure: SR1042 T614 KROMER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 28519,  Location: PA 33 OVER MALE STREET (Lat: 40.838075,  Lng: -75.300392),  Route carried "on" structure: State highway 33,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 37,369 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 43,653 (year 2032),  Design Load: HS 20,  Features Intersected: MALE ST (FORMER SR 1028)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.899,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $246,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 28521,  Location: NEAR MONROE COUNTY LINE (Lat: 40.861286,  Lng: -75.294308),  Route carried "on" structure: State highway 33,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 37,369 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 43,653 (year 2032),  Design Load: H 20,  Features Intersected: SR1007 {BROADWAY}(LR165)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.229,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 34 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $513,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 28609,  Location: 2.5 MI.S.OF WIND GAP (Lat: 40.816581,  Lng: -75.330725),  Route carried "on" structure: State highway 512,  Year Built: 1953,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,815 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,269 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB. BUSHKILL CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.794,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 28866,  Location: NORTH OF RASLEYTOWN (Lat: 40.826150,  Lng: -75.267858),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 761 (year 2030),  Design Load: H 20,  Features Intersected: LITTLE BUSHKILL CREEK,  Facility Carried by Structure: KNITTERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.6 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  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: 28868,  Location: 0.5 EAST OF SR 1005 (Lat: 40.821061,  Lng: -75.285525),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 250 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 280 (year 2020),  Design Load: HS 20,  Features Intersected: WIND GAP CREEK,  Facility Carried by Structure: SANDT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  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: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 28869,  Location: NORTH OF RASLEYTOWN (Lat: 40.830950,  Lng: -75.267647),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2030),  Design Load: H 20,  Features Intersected: LITTLE BUSHKILL CREEK,  Facility Carried by Structure: GUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 2887,  Location: WEST OF WIND GAP (Lat: 40.853039,  Lng: -75.300894),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 100 (year 2010),  Average Future Daily Traffic: 140 (year 2030),  Design Load: HS 20,  Features Intersected: PA 33,  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 45126,  Location: PLAINFIELD (Lat: 40.835283,  Lng: -75.297078),  Route carried "on" structure: State highway 512,  Year Built: 2008,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 13,953 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,594 (year 2032),  Design Load: HL 93,  Features Intersected: Trib. to Bushkill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.915,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018

Find on map >>   Show street view

Structure Number: 57352,  Location: East of Plainfield Trail (Lat: 40.843783,  Lng: -75.266611),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 90 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2038),  Design Load: HL 93,  Features Intersected: Little Bushkill Creek,  Facility Carried by Structure: Grand Central Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

Find on map >>   Show street view

Structure Number: 28516,  Location: KROMER RD.OVER PA.33 (Lat: 40.820097,  Lng: -75.297719),  Route carried "under" structure: State highway 33,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,459 (year 2021),  Truck Traffic: 15%,  Features Intersected: PA 33(LR 1098),  Facility Carried by Structure: SR1042 T614 KROMER
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 22.037,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 28516,  Location: KROMER RD.OVER PA.33 (Lat: 40.820097,  Lng: -75.297719),  Route carried "under" structure: State highway 33,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 17,910 (year 2021),  Truck Traffic: 15%,  Features Intersected: PA 33(LR 1098),  Facility Carried by Structure: SR1042 T614 KROMER
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 21.977,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 28517,  Location: PA512 INTERCHANGE (Lat: 40.833139,  Lng: -75.299519),  Route carried "under" structure: State highway 512,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 4,761 (year 2021),  Truck Traffic: 6%,  Features Intersected: PA 512(LR 752),  Facility Carried by Structure: PA 33(LR 796)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 22.304,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 28517,  Location: PA512 INTERCHANGE (Lat: 40.833139,  Lng: -75.299519),  Route carried "under" structure: State highway 512,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2021),  Truck Traffic: 10%,  Features Intersected: PA 512(LR 752),  Facility Carried by Structure: PA 33(LR 796)
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 22.304,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 28519,  Location: PA 33 OVER MALE STREET (Lat: 40.838075,  Lng: -75.300392),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,384 (year 1994),  Truck Traffic: 9%,  Features Intersected: MALE ST (FORMER SR 1028),  Facility Carried by Structure: PA 33(LR 796)
Minimum Vertical Clearance: 4.28m (14.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.4m (34.1ft)

Find on map >>   Show street view

Structure Number: 2852,  Location: 1 MI.N.OF PA 512 (Lat: 40.848014,  Lng: -75.302728),  Route carried "under" structure: State highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 506 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR1026(CENTER ST/LR48088,  Facility Carried by Structure: PA 33(LR 796)
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 4.072,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 28521,  Location: NEAR MONROE COUNTY LINE (Lat: 40.861286,  Lng: -75.294308),  Route carried "under" structure: State highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,089 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR1007 {BROADWAY}(LR165),  Facility Carried by Structure: PA 33 (LR 796)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.673,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 2887,  Location: WEST OF WIND GAP (Lat: 40.853039,  Lng: -75.300894),  Route carried "under" structure: State highway 33,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 17,910 (year 2021),  Truck Traffic: 15%,  Features Intersected: PA 33,  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 25.132,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

Structure Number: 2887,  Location: WEST OF WIND GAP (Lat: 40.853039,  Lng: -75.300894),  Route carried "under" structure: State highway 33,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 19,459 (year 2021),  Truck Traffic: 15%,  Features Intersected: PA 33,  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 25.188,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)