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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 364m1,194ftTotal length
  • $25,000Total costs
  • 192,528Total average daily traffic
  • 20,812Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Delaware Water Gap
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 111950-1959
  • 11960-1969
  • 32010-2015

Reconstructed bridges - Historical Statistics

  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 21980-1989

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 26747,  Location: DELAWARE WATER GAP;I-80 (Lat: 40.986500,  Lng: -75.138858),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 42,512 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,477 (year 2032),  Design Load: HS 20,  Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.461,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13
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Structure Number: 26863,  Location: AT INT SR 2028 (Lat: 40.984889,  Lng: -75.145006),  Route carried "on" structure: State highway 611,  Year Built: 1929,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,935 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,815 (year 2032),  Design Load: HS 20,  Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.969,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 46.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26987,  Location: 0.5 MI.N.OF DEL.WATER GAP (Lat: 40.991056,  Lng: -75.143456),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 5,571 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,286 (year 2032),  Design Load: HS 20,  Features Intersected: BRODHEAD CREEK,  Facility Carried by Structure: SR 2028(LR 45061)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.711,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 86.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26991,  Location: I-80WB OFF RAMP TO PA 611 (Lat: 40.989278,  Lng: -75.140428),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 1,276 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,398 (year 2032),  Design Load: HS 20,  Features Intersected: SR 80(LR 794),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27128,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978333,  Lng: -75.136667),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 78.46m (257.41ft),  Average Daily Traffic: 21,430 (year 1992),  Average Future Daily Traffic: 37,000 (year 2030),  Design Load: HS 20,  Features Intersected: DL&W RR,LOCAL RD,DEL. RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 3,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 78.50m (257.55ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 13,  Underwater Inspection Date: January 12,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 27129,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978333,  Lng: -75.136667),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 78.46m (257.41ft),  Average Daily Traffic: 21,430 (year 1992),  Average Future Daily Traffic: 36,000 (year 2030),  Design Load: HS 20,  Features Intersected: DL&W RR,LOCAL RD, DEL. R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 3,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 78.50m (257.55ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 13,  Underwater Inspection Date: January 12,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27136,  Location: Waring Drive OVER I-80 (Lat: 40.990000,  Lng: -75.146667),  Route carried "on" structure: State highway ,  Year Built: 1953,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 106 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 419 (year 2032),  Design Load: HS 20,  Features Intersected: SR 80(LR 776),  Facility Carried by Structure: SR8026(LR776RMP.)
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: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47998,  Location: DEL.WATER GAP INT PA 611 (Lat: 40.989889,  Lng: -75.144406),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,525 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,741 (year 2033),  Features Intersected: SR 2028(LR 166),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.721,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 73.2 metric tons,  Inventory Rating: 37.9 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  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: 26991,  Location: I-80WB OFF RAMP TO PA 611 (Lat: 40.989278,  Lng: -75.140428),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 19,735 (year 2014),  Truck Traffic: 19%,  Features Intersected: SR 80(LR 794),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 43.653,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 26991,  Location: I-80WB OFF RAMP TO PA 611 (Lat: 40.989278,  Lng: -75.140428),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 22,777 (year 2014),  Truck Traffic: 12%,  Features Intersected: SR 80(LR 794),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.877,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 27128,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978333,  Lng: -75.136667),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 78.46m (257.41ft),  Average Daily Traffic: 200 (year 1992),  Features Intersected: DL&W RR,LOCAL RD,DEL. RI,  Facility Carried by Structure: I 80(LR 776)EAST
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 27129,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978333,  Lng: -75.136667),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 78.46m (257.41ft),  Average Daily Traffic: 200 (year 1992),  Features Intersected: DL&W RR,LOCAL RD, DEL. R,  Facility Carried by Structure: I 80(LR 776)WEST
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 27136,  Location: Waring Drive OVER I-80 (Lat: 40.990000,  Lng: -75.146667),  Route carried "under" structure: Interstate 80,  Year Built: 1953,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 19,735 (year 2014),  Truck Traffic: 19%,  Features Intersected: SR 80(LR 776)
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 44.461,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 27136,  Location: Waring Drive OVER I-80 (Lat: 40.990000,  Lng: -75.146667),  Route carried "under" structure: Interstate 80,  Year Built: 1953,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 22,777 (year 2014),  Truck Traffic: 12%,  Features Intersected: SR 80(LR 776)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.685,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 47998,  Location: DEL.WATER GAP INT PA 611 (Lat: 40.989889,  Lng: -75.144406),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 3,845 (year 2014),  Truck Traffic: 9%,  Features Intersected: SR 2028(LR 166),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 47998,  Location: DEL.WATER GAP INT PA 611 (Lat: 40.989889,  Lng: -75.144406),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 3,474 (year 2014),  Truck Traffic: 9%,  Features Intersected: SR 2028(LR 166),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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