Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 692ft / 211mTotal length
  • $5,387,000Total costs
  • 398,917Total average daily traffic
  • 62,112Total average daily truck traffic
  • 241,758Total future (year 2031) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Delaware Water Gap
  • No street view available for this location

New bridges in Delaware Water Gap, PA - historical statistics
  • New bridges - historical statistics
  • 21910-1919
  • 11920-1929
  • 41930-1939
  • 161950-1959
  • 31960-1969
  • 11970-1979
  • 11990-1999
  • 42010-2018
Reconstructed bridges in Delaware Water Gap, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 11960-1969
  • 01970-1979
  • 21980-1989
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Delaware Water Gap, PA
Average Bridge Truck Traffic in Delaware Water Gap, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.1%Very good
  • 11.1%Good
  • 38.9%Satisfactory
  • 33.3%Fair
  • 5.6%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.8%Very good
  • 21.1%Good
  • 21.1%Satisfactory
  • 21.1%Fair
  • 15.8%Poor
  • 5.3%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.5%Very good
  • 21.1%Good
  • 31.6%Satisfactory
  • 26.3%Fair
  • 10.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.8%Very good
  • 11.8%Good
  • 17.6%Satisfactory
  • 23.5%Fair
  • 35.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Satisfactory
  • 50.0%Poor
Find on map >>   Show street view

Structure Number: 26744,  Location: NEAR PAPERMILL ROAD (Lat: 40.998278,  Lng: -75.150389),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 46,833 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,477 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRODHEAD CREEK/MON/COUNT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.765,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 2.0m (6.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: May 2017,  Underwater Inspection Date: January 2016,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $228,000,  Total Project Cost: $1,047,000,  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: 26746,  Location: I-80 OVER RIVER ROAD (Lat: 40.991528,  Lng: -75.141303),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 46,833 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,477 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: T-663(RIVER ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.653,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.8m (9.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 5.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $389,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 26746,  Location: I-80 OVER RIVER ROAD (Lat: 40.991528,  Lng: -75.141303),  Route carried "under" structure: City street T663,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: T-663(RIVER ROAD),  Facility Carried by Structure: SR 80 (LR 794)
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 8.8m (28.9ft)

Find on map >>   Show street view

Structure Number: 26747,  Location: DELAWARE WATER GAP;I-80 (Lat: 40.984000,  Lng: -75.138047),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 46,833 (year 2017),  Truck Traffic: 18%,  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: 366.0m (1,200.8ft),  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,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
Find on map >>   Show street view

Structure Number: 26805,  Location: 1.3 MI.N.OF N. WATER GAP (Lat: 41.015392,  Lng: -75.130019),  Route carried "on" structure: US 209,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 17,527 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,943 (year 2032),  Design Load: HS 20,  Features Intersected: MARSHALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.593,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  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: 0.37m (1.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2017,  Underwater Inspection Date: March 2017,  Other Special Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 26806,  Location: 2.7 MI.N.OF DEL.WATER GAP (Lat: 41.034994,  Lng: -75.124394),  Route carried "on" structure: State highway ,  Year Built: 1966,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,825 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,364 (year 2032),  Design Load: HS 20,  Features Intersected: MARSHALL CREEK,  Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $201,000,  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: 26863,  Location: AT INT SR 2028 (Lat: 40.985131,  Lng: -75.144797),  Route carried "on" structure: State highway 611,  Year Built: 1929,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,623 (year 2017),  Truck Traffic: 11%,  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: 1.1m (3.6ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 46.3 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: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $252,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 26956,  Location: CHERRY VALLEY ROAD (Lat: 40.978814,  Lng: -75.161011),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 329 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 636 (year 2032),  Design Load: HS 20,  Features Intersected: CHERRY CREEK,  Facility Carried by Structure: SR 2006 (LR 45010)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.218,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 26983,  Location: GAP VIEW DR.(T-660) (Lat: 40.998886,  Lng: -75.137717),  Route carried "on" structure: State highway ,  Year Built: 1932,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,080 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,980 (year 2032),  Design Load: HS 20,  Features Intersected: MARSHALL CREEK,  Facility Carried by Structure: SR 2021 (LR 461 W)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 47.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $65,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

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: 5,666 (year 2017),  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,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 86.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $1,027,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 26991,  Location: I-80WB OFF RAMP TO PA 611 (Lat: 40.989228,  Lng: -75.140117),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22,501 (year 2017),  Truck Traffic: 18%,  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)

Find on map >>   Show street view

Structure Number: 26991,  Location: I-80WB OFF RAMP TO PA 611 (Lat: 40.989228,  Lng: -75.140117),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 24,332 (year 2017),  Truck Traffic: 18%,  Features Intersected: SR 80(LR 794),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 4.55m (14.93ft),  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)

Find on map >>   Show street view

Structure Number: 26992,  Location: BUTTERMILK FALLS ROAD (Lat: 41.008664,  Lng: -75.132203),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,518 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,300 (year 2032),  Design Load: HS 20,  Features Intersected: MARSHALLS CREEK,  Facility Carried by Structure: SR 2032(LR 45011)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 8.8 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.35m (1.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $215,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 27117,  Location: 1.3 MI S MARSHALLS CREEK (Lat: 41.025597,  Lng: -75.130397),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 320 (year 2005),  Average Future Daily Traffic: 350 (year 2011),  Design Load: HS 25 or greater,  Features Intersected: MARSHALLS CREEK,  Facility Carried by Structure: T-509
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 27119,  Location: 100 FT.W.OF US 209 (Lat: 41.016700,  Lng: -75.129997),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 1988),  Average Future Daily Traffic: 100 (year 2000),  Features Intersected: MARSHALL CREEK,  Facility Carried by Structure: GREEN MT.DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2016,  Other Special Inspection Date: March 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $111,000
Find on map >>   Show street view

Structure Number: 27128,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978261,  Lng: -75.136092),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 75.19m (246.69ft),  Average Daily Traffic: 26,750 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,000 (year 2036),  Design Load: HS 20,  Features Intersected: D-L RR,LOCAL RD,DEL. RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 500.345,  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: 128.0m (419.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 2,  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: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.2 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: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2017,  Underwater Inspection Date: September 2016,  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: 27128,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978261,  Lng: -75.136092),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2017),  Truck Traffic: 3%,  Features Intersected: D-L RR,LOCAL RD,DEL. RIV,  Facility Carried by Structure: I-80 EASTBOUND
Minimum Vertical Clearance: 0.43m (1.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

Find on map >>   Show street view

Structure Number: 27129,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978339,  Lng: -75.135992),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 73.24m (240.29ft),  Average Daily Traffic: 26,750 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 35,000 (year 2037),  Design Load: HS 20,  Features Intersected: D-L RR,LOCAL RD, DEL. RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 500.345,  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: 128.0m (419.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.2 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2017,  Underwater Inspection Date: September 2016,  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: 27129,  Location: DELAWARE WATER GAP BORO. (Lat: 40.978339,  Lng: -75.135992),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2017),  Truck Traffic: 3%,  Features Intersected: D-L RR,LOCAL RD, DEL. RV,  Facility Carried by Structure: I-80 WESTBOUND
Minimum Vertical Clearance: 4.39m (14.40ft),  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)

Find on map >>   Show street view

Structure Number: 27135,  Location: ON RAMP TO I-80 WEST (Lat: 40.990000,  Lng: -75.140000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1958,  Status: Posted for load-capacity,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 3,002 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,648 (year 2032),  Design Load: HS 20,  Features Intersected: SR 80 (LR 794),  Facility Carried by Structure: SR 8024(LR794RMP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $1,371,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 27135,  Location: ON RAMP TO I-80 WEST (Lat: 40.990000,  Lng: -75.140000),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22,501 (year 2017),  Truck Traffic: 18%,  Features Intersected: SR 80 (LR 794)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 43.653,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 27135,  Location: ON RAMP TO I-80 WEST (Lat: 40.990000,  Lng: -75.140000),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 24,332 (year 2017),  Truck Traffic: 18%,  Features Intersected: SR 80 (LR 794)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 43.877,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

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: 0.25m (0.82ft),  Average Daily Traffic: 108 (year 2017),  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: 98.0m (321.5ft),  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: 57.2 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

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: 0. m,  Average Daily Traffic: 22,501 (year 2017),  Truck Traffic: 18%,  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)

Find on map >>   Show street view

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: 0. m,  Average Daily Traffic: 24,332 (year 2017),  Truck Traffic: 18%,  Features Intersected: SR 80(LR 776)
Minimum Vertical Clearance: 4.85m (15.91ft),  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)

Find on map >>   Show street view

Structure Number: 2864,  Location: SLATEFORD,NO.DELAWARE DR. (Lat: 40.947278,  Lng: -75.114372),  Route carried "on" structure: State highway 611,  Year Built: 1937,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,623 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,433 (year 2032),  Design Load: HS 20,  Features Intersected: SLATEFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.578,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $234,000
Find on map >>   Show street view

Structure Number: 28881,  Location: N. OF PORTLAND -SLATEFORD (Lat: 40.947497,  Lng: -75.113600),  Route carried "on" structure: Interstate ,  Year Built: 1910,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2020),  Features Intersected: SLATEFORD CREEK,  Facility Carried by Structure: SLATEFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $228,000
Find on map >>   Show street view

Structure Number: 47739,  Location: SR 209 realignment (Lat: 41.044731,  Lng: -75.118911),  Route carried "on" structure: Bypass US 209,  Year Built: 2012,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 12,515 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,616 (year 2033),  Design Load: HL 93,  Features Intersected: Leaps Bog
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.703,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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: 47998,  Location: DEL.WATER GAP INT PA 611 (Lat: 40.989883,  Lng: -75.144117),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,582 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1 (year 2020),  Design Load: HL 93,  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: 216.0m (708.7ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.9m (9.5ft),  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: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  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: 47998,  Location: DEL.WATER GAP INT PA 611 (Lat: 40.989883,  Lng: -75.144117),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,773 (year 2017),  Truck Traffic: 6%,  Features Intersected: SR 2028(LR 166),  Facility Carried by Structure: SR 2030(LR 776)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 2.9m (9.5ft)

Find on map >>   Show street view

Structure Number: 47998,  Location: DEL.WATER GAP INT PA 611 (Lat: 40.989883,  Lng: -75.144117),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,773 (year 2017),  Truck Traffic: 6%,  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: Tee Beam,  Length of Maximum Span: 2.9m (9.5ft)

Find on map >>   Show street view

Structure Number: 4320001P,  Location: 7 MILES EAST OF US. ROUTE (Lat: 40.946750,  Lng: -75.114806),  Route carried "on" structure: Spur Federal lands road 13,  Year Built: 1972,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 155 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 186 (year 2031),  Design Load: H 15,  Features Intersected: SLATEFORD CREEK,  Facility Carried by Structure: NATIONAL PARK DRIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.015,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Discuss Delaware Water Gap, Pennsylvania (PA) on our hugely popular Pennsylvania forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.