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

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Structure Number: 32789,  Location: 0.25 MI S OF BLOSSBURG (Lat: 41.661081,  Lng: -77.087042),  Route carried "on" structure: State highway ,  Year Built: 1942,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 969 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,892 (year 2032),  Design Load: HS 20,  Features Intersected: OVER JOHNSON CREEK,  Facility Carried by Structure: SR15 NOW SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.792,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $84,000

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Structure Number: 3279,  Location: BORO OF BLOSSBURG (Lat: 41.672969,  Lng: -77.073719),  Route carried "on" structure: State highway ,  Year Built: 1942,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,015 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,443 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BOONE RUN,  Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.321,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to 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: 0.80m (2.62ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32792,  Location: 3 MI N OF BLOSSBURG (Lat: 41.709133,  Lng: -77.082900),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,112 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,780 (year 2032),  Design Load: HS 20,  Features Intersected: TAN CREEK,  Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.331,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32793,  Location: COVINGTON TIOGA RIVER BR. (Lat: 41.727164,  Lng: -77.081831),  Route carried "on" structure: State highway ,  Year Built: 1989,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,593 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,514 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER TIOGA RIVER,  Facility Carried by Structure: SR 0015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.942,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  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: 33008,  Location: 1 MI SE OF BLOSSBURG BORO (Lat: 41.658947,  Lng: -77.047742),  Route carried "on" structure: State highway ,  Year Built: 1939,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 974 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,265 (year 2032),  Features Intersected: OVER TIOGA RIVER,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 43.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33011,  Location: VILLAGE OF MORRIS RUN (Lat: 41.664167,  Lng: -77.036881),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 974 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,265 (year 2032),  Features Intersected: OVER MORRIS RUN,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.799,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $134,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33012,  Location: 2 MI E OF MORRIS RUN (Lat: 41.667028,  Lng: -77.031639),  Route carried "on" structure: State highway ,  Year Built: 1934,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 321 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 830 (year 2032),  Features Intersected: FALL BROOK,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  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: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33014,  Location: 8.5MI EAST OF BLOSSBURG (Lat: 41.667083,  Lng: -77.031547),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 153 (year 2032),  Design Load: HS 20,  Features Intersected: OVER BRANDYWINE RUN,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.402,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000

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Structure Number: 33022,  Location: 0.25 MI S OF BLOSSBURG (Lat: 41.660803,  Lng: -77.086033),  Route carried "on" structure: State highway ,  Year Built: 1942,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 887 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 894 (year 2032),  Features Intersected: OVER BELLMAN RUN,  Facility Carried by Structure: SR 2016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.798,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $146,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 33024,  Location: BLOSSBURG BOROUGH (Lat: 41.672842,  Lng: -77.062969),  Route carried "on" structure: Alternate State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 887 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 894 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER TIOGA RIVER,  Facility Carried by Structure: S.R.2016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 33027,  Location: 1.5 MI SE OF BLOSSBURG (Lat: 41.649569,  Lng: -77.034889),  Route carried "on" structure: State highway ,  Year Built: 1937,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,075 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 714 (year 2032),  Design Load: HS 20,  Features Intersected: OVER CARPENTER RUN,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.819,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $79,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33028,  Location: 1 MI SE OF BLOSSBURG (Lat: 41.654411,  Lng: -77.043914),  Route carried "on" structure: State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,075 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 714 (year 2032),  Design Load: HS 20,  Features Intersected: TAYLOR RUN,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.426,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 33029,  Location: BORO OF BLOSSBURG (Lat: 41.663878,  Lng: -77.056214),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,475 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,498 (year 2032),  Design Load: HS 20,  Features Intersected: OVER TIOGA RIVER,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.600,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $122,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33031,  Location: BORO OF BLOSSBURG (Lat: 41.682672,  Lng: -77.065003),  Route carried "on" structure: State highway ,  Year Built: 1933,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 3,690 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,589 (year 2032),  Design Load: HS 20,  Features Intersected: OVER TIOGA RIVER,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.841,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $399,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 33049,  Location: 2.25 MI E OF COVINGTON (Lat: 41.745689,  Lng: -77.037294),  Route carried "on" structure: State highway ,  Year Built: 1953,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 630 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 726 (year 2032),  Features Intersected: OVER CANOE CAMP CREEK,  Facility Carried by Structure: SR 2022
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.557,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3305,  Location: 2.5 MI E OF COVINGTON (Lat: 41.746942,  Lng: -77.026439),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 630 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 726 (year 2032),  Design Load: HS 20,  Features Intersected: OVER CANOE CAMP CREEK,  Facility Carried by Structure: SR 2022
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  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: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33059,  Location: BLOSSBURG BORO (Lat: 41.691831,  Lng: -77.069108),  Route carried "on" structure: Spur State highway ,  Year Built: 1974,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 286 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 394 (year 2032),  Design Load: HS 20,  Features Intersected: TIOGA RIVER,  Facility Carried by Structure: SR2024 SPUR B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $213,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33061,  Location: 1 MI S OF COVINGTON (Lat: 41.729422,  Lng: -77.086531),  Route carried "on" structure: State highway ,  Year Built: 1932,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 486 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 927 (year 2032),  Features Intersected: MARVIN CREEK,  Facility Carried by Structure: SR 2025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $284,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33341,  Location: BORO OF BLOSSBURG (Lat: 41.672567,  Lng: -77.069675),  Route carried "on" structure: City street ,  Year Built: 1905,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 464 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: JOHNSON CREEK,  Facility Carried by Structure: TABER ST.BLOSSBURG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: June 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $92,000,  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: 40909,  Location: .05M.SOUTH OF BLOSSBURG (Lat: 41.659353,  Lng: -77.094447),  Route carried "on" structure: US 15,  Year Built: 2000,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 4,369 (year 2022),  Truck Traffic: 48%,  Average Future Daily Traffic: 5,361 (year 2032),  Features Intersected: OVER JOHNSON CK & SR2016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.30m (76.44ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 4091,  Location: .05M.SOUTH OF BLOSSBURG (Lat: 41.659439,  Lng: -77.094664),  Route carried "on" structure: US 15,  Year Built: 2000,  Status: Open,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 4,329 (year 2022),  Truck Traffic: 46%,  Average Future Daily Traffic: 5,500 (year 2032),  Features Intersected: OVER JOHNSON CK & SR2016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.165,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: 23.40m (76.77ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 40911,  Location: TOWN OF BLOSSBURG (Lat: 41.672706,  Lng: -77.075450),  Route carried "on" structure: US 15,  Year Built: 2000,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 5,340 (year 2022),  Truck Traffic: 29%,  Average Future Daily Traffic: 6,382 (year 2032),  Features Intersected: SR 2026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.465,  Lanes on structure: 2,  Lanes under 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 40912,  Location: TOWN OF BLOSSBURG (Lat: 41.672819,  Lng: -77.075608),  Route carried "on" structure: US 15,  Year Built: 2000,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 5,058 (year 2022),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,136 (year 2032),  Features Intersected: SR 2026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.480,  Lanes on structure: 2,  Lanes under 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 42302,  Location: 0.5MI.NORTH OF BLOSSBURG (Lat: 41.547786,  Lng: -77.124183),  Route carried "on" structure: US 15,  Year Built: 2003,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 5,340 (year 2022),  Truck Traffic: 29%,  Average Future Daily Traffic: 6,382 (year 2032),  Design Load: HL 93,  Features Intersected: TIOGA RIVER & SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.024,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 18.90m (62.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 42309,  Location: .05M. NORTH OF BLOSSBURG (Lat: 41.547786,  Lng: -77.124583),  Route carried "on" structure: US 15,  Year Built: 2004,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 5,058 (year 2022),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,136 (year 2032),  Design Load: HL 93,  Features Intersected: TIOGA RIVER & SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.045,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 18.90m (62.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 67498,  Location: Tioga State Forest (Lat: 41.652353,  Lng: -77.035294),  Route carried "on" structure: ServiceState lands road ,  Year Built: 2020,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 10 (year 2020),  Average Future Daily Traffic: 12 (year 2040),  Design Load: HS 20,  Features Intersected: Carpenter Run,  Facility Carried by Structure: Bear Run Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40909,  Location: .05M.SOUTH OF BLOSSBURG (Lat: 41.659353,  Lng: -77.094447),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2022),  Truck Traffic: 3%,  Features Intersected: OVER JOHNSON CK & SR2016,  Facility Carried by Structure: SR 15 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 4091,  Location: .05M.SOUTH OF BLOSSBURG (Lat: 41.659439,  Lng: -77.094664),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2022),  Truck Traffic: 3%,  Features Intersected: OVER JOHNSON CK & SR2016,  Facility Carried by Structure: SR 0015-15 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 40911,  Location: TOWN OF BLOSSBURG (Lat: 41.672706,  Lng: -77.075450),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,270 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR 2026,  Facility Carried by Structure: SR 15 NORTHBOUND
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 40912,  Location: TOWN OF BLOSSBURG (Lat: 41.672819,  Lng: -77.075608),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,270 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR 2026,  Facility Carried by Structure: SR 15 SOUTHBOUND
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 42302,  Location: 0.5MI.NORTH OF BLOSSBURG (Lat: 41.547786,  Lng: -77.124183),  Route carried "under" structure: Ramp State highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 4,112 (year 2022),  Truck Traffic: 12%,  Features Intersected: TIOGA RIVER & SR 2005,  Facility Carried by Structure: SR 0015 NB
Minimum Vertical Clearance: 12.17m (39.93ft),  Kilometerpoint: 18.153,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 42309,  Location: .05M. NORTH OF BLOSSBURG (Lat: 41.547786,  Lng: -77.124583),  Route carried "under" structure: Ramp State highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 4,112 (year 2022),  Truck Traffic: 12%,  Features Intersected: TIOGA RIVER & SR 2005,  Facility Carried by Structure: SR 0015 SB
Minimum Vertical Clearance: 12.85m (42.16ft),  Kilometerpoint: 18.153,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)