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

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Structure Number: 6007,  Location: GRAZIERVILLE RAMPS (Lat: 40.643000,  Lng: -78.272819),  Route carried "on" structure: Ramp State highway ,  Year Built: 1971,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,576 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 5,682 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE JUNIATA RIVER,  Facility Carried by Structure: SR 8003 @ EXIT 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  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: 7.8m (25.6ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 87.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6011,  Location: 2.8 MI.N.OF DUNCANSVILLE (Lat: 40.444828,  Lng: -78.434069),  Route carried "on" structure: Ramp State highway ,  Year Built: 1983,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,790 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,885 (year 2032),  Design Load: HS 20,  Features Intersected: PA 764,  Facility Carried by Structure: SR 8004 (RAMP BC)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6196,  Location: VILLAGE OF ALLIS HOLLOW (Lat: 41.843456,  Lng: -76.307244),  Route carried "on" structure: State highway 467,  Year Built: 1950,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,580 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,319 (year 2032),  Features Intersected: JEROME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $524,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6245,  Location: 3 MI SOUTH OF SILVARA (Lat: 41.653642,  Lng: -76.135325),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 308 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 321 (year 2032),  Design Load: HS 20,  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $356,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35439,  Location: STERLING TWP OVER TR 191 (Lat: 41.354214,  Lng: -75.374464),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 10,978 (year 2022),  Truck Traffic: 30%,  Average Future Daily Traffic: 11,869 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 0191 TR 191
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.246,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  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: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $732,000,  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: 35441,  Location: STERLING TWP .7 E TR 191 (Lat: 41.353489,  Lng: -75.358658),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,978 (year 2022),  Truck Traffic: 30%,  Average Future Daily Traffic: 11,869 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.863,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $543,000,  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: 35442,  Location: STERLING TWP .7M E TR 191 (Lat: 41.354050,  Lng: -75.358647),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 9,827 (year 2022),  Truck Traffic: 31%,  Average Future Daily Traffic: 12,555 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.746,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $464,000,  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: 35459,  Location: STERLING TWP .1 M N I-84 (Lat: 41.356019,  Lng: -75.375933),  Route carried "on" structure: State highway 191,  Year Built: 1957,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,138 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,479 (year 2032),  Design Load: HS 20,  Features Intersected: UBAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.631,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $257,000

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Structure Number: 3546,  Location: STERLING TWP .7M N TR 196 (Lat: 41.372781,  Lng: -75.390528),  Route carried "on" structure: State highway 191,  Year Built: 1985,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,459 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,515 (year 2032),  Design Load: H 20,  Features Intersected: WALLENPAUPACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.405,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35494,  Location: LAKE TWP 150' S TR 296 (Lat: 41.482561,  Lng: -75.395297),  Route carried "on" structure: State highway 196,  Year Built: 1953,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,666 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,770 (year 2032),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 75.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $306,000,  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: 35667,  Location: SALEM TWP @ JCT SR 3009 (Lat: 41.371964,  Lng: -75.405347),  Route carried "on" structure: State highway ,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 399 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 558 (year 2032),  Design Load: HS 20,  Features Intersected: WEST BR WALLENPAUPACK CR,  Facility Carried by Structure: SR 3004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $341,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35669,  Location: STERLING TWP OVER I-84 (Lat: 41.351675,  Lng: -75.346478),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 71 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0084 I-84,  Facility Carried by Structure: SR3005 FRKS BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.402,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 35679,  Location: SALEM TWP .1 M E SR 3006 (Lat: 41.398378,  Lng: -75.328583),  Route carried "on" structure: State highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 959 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,600 (year 2032),  Design Load: HS 20,  Features Intersected: ARIEL CREEK,  Facility Carried by Structure: SR3008 GOOSE PD RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 3.376,  Lanes on structure: 2,  Owner: State 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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $213,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3568,  Location: STERLING TP .4M S SR 3005 (Lat: 41.364144,  Lng: -75.373861),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 338 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 505 (year 2032),  Design Load: HS 20,  Features Intersected: WEST BR WALLENPAUPACK CR,  Facility Carried by Structure: SR 3011 UBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.755,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Poor,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $237,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35701,  Location: S CANAAN TP 1.6M W SR3037 (Lat: 41.501619,  Lng: -75.350917),  Route carried "on" structure: State highway ,  Year Built: 1951,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 117 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 190 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH MIDDLE CREEK,  Facility Carried by Structure: SR 3024
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $265,000,  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: 35707,  Location: S CANAAN TP 2.3M S SR3018 (Lat: 41.510667,  Lng: -75.338350),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 76 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 109 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: MILE BROOK,  Facility Carried by Structure: SR 3026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.987,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35717,  Location: CHERRY RIDGE 1.1MS TR 191 (Lat: 41.495881,  Lng: -75.274250),  Route carried "on" structure: State highway ,  Year Built: 1935,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 954 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,250 (year 2032),  Design Load: H 20,  Features Intersected: WANGUM BROOK,  Facility Carried by Structure: SR 3031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 51.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $198,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3572,  Location: S CANAAN TP 800' W TR 296 (Lat: 41.482378,  Lng: -75.398172),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 66 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 89 (year 2032),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.362,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35722,  Location: CHERRY RIDGE .1M N SR3024 (Lat: 41.505828,  Lng: -75.323053),  Route carried "on" structure: State highway ,  Year Built: 1943,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 85 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 178 (year 2032),  Design Load: H 20,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: SR3037 MILL BRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $215,000,  Total Project Cost: $987,000,  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: 3587,  Location: 250' S OF LEDGEDALE ROAD (Lat: 41.375739,  Lng: -75.343117),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 126 (year 2033),  Features Intersected: TRIB TO WALLENPAUPACK CK,  Facility Carried by Structure: STERLING SHORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $91,000,  Deck Structure Type: Open Grating

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Structure Number: 35875,  Location: 1000 FT NE OF S BAKER RD (Lat: 41.505003,  Lng: -75.376192),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 90 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 115 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF MIDDLE CREEK,  Facility Carried by Structure: T-395 HEMLOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 9.8m (32.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35877,  Location: 1500 FT WEST OF SR 296 (Lat: 41.495058,  Lng: -75.410761),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2012),  Average Future Daily Traffic: 130 (year 2032),  Features Intersected: BRANCH OF MIDDLE CREEK,  Facility Carried by Structure: T-436 DANIELS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $216,000,  Deck Structure Type: Open Grating

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Structure Number: 41875,  Location: LAKE TWP .1 M S TR 196 (Lat: 41.482414,  Lng: -75.393817),  Route carried "on" structure: State highway 296,  Year Built: 2002,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,248 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,301 (year 2032),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.133,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 95.3 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,  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 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44448,  Location: SO CANAAN TWP 185'W TR296 (Lat: 41.483733,  Lng: -75.396231),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 66 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 89 (year 2032),  Design Load: HL 93,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.362,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 88.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45709,  Location: STERLING TWP .6 M N I-84 (Lat: 41.359517,  Lng: -75.350597),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 71 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WEST BR WALLENPAUPACK CR,  Facility Carried by Structure: SR 3005 FORKS BRDG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.472,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47483,  Location: SALEM TWP .3 M W SR 3006 (Lat: 41.412986,  Lng: -75.341497),  Route carried "on" structure: State highway 590,  Year Built: 2012,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,683 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,987 (year 2032),  Design Load: HL 93,  Features Intersected: LAKE GENERO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.8 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47765,  Location: CHERRY RIDGE 50'W SR 3039 (Lat: 41.509164,  Lng: -75.304447),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 194 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 156 (year 2034),  Design Load: HL 93,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: SR 3024 MIDL CK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.832,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 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: 41.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48293,  Location: 1150FT NW OF TANNERY RD. (Lat: 41.500808,  Lng: -75.375414),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 250 (year 2014),  Average Future Daily Traffic: 306 (year 2034),  Design Load: HL 93,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: S. BAKER RD. T-412
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 53.8 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: 34.0 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53525,  Location: SALEM TWP .6 M N SR 3008 (Lat: 41.404139,  Lng: -75.336369),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 579 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 849 (year 2037),  Design Load: HL 93,  Features Intersected: ARIEL CREEK,  Facility Carried by Structure: Ledgedale Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.102,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 51.5 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: 39.5 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35439,  Location: STERLING TWP OVER TR 191 (Lat: 41.354214,  Lng: -75.374464),  Route carried "under" structure: State highway 191,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,138 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR 0191 TR 191,  Facility Carried by Structure: SR 0084 I-84 EB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 14.631,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 3544,  Location: STERLING TWP OVER TR 191 (Lat: 41.354581,  Lng: -75.374817),  Route carried "under" structure: State highway 191,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,138 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR 0191 TR 191,  Facility Carried by Structure: SR 0084 I-84 WB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 14.631,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 35669,  Location: STERLING TWP OVER I-84 (Lat: 41.351675,  Lng: -75.346478),  Route carried "under" structure: Interstate 84,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 9,827 (year 2022),  Truck Traffic: 31%,  Features Intersected: SR 0084 I-84,  Facility Carried by Structure: SR3005 FRKS BRG RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.552,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 35669,  Location: STERLING TWP OVER I-84 (Lat: 41.351675,  Lng: -75.346478),  Route carried "under" structure: Interstate 84,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,978 (year 2022),  Truck Traffic: 30%,  Features Intersected: SR 0084 I-84,  Facility Carried by Structure: SR3005 FRKS BRG RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 8.661,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)