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

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Structure Number: 3151,  Location: RAYBURN TWP-N KITTANNING (Lat: 40.827239,  Lng: -79.493431),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 888 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 916 (year 2032),  Design Load: HS 20,  Features Intersected: COWANSHANNOCK CREEK,  Facility Carried by Structure: SR1036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.343,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  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: 10.9m (35.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $489,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8458,  Location: 0.4 MILE NORTH OF TR 869 (Lat: 40.349325,  Lng: -78.776372),  Route carried "on" structure: US 219,  Year Built: 1968,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 15,540 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,975 (year 2032),  Design Load: HS 20,  Features Intersected: S FORK L CONE RIVER & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.075,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.90m (52.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3151,  Location: SHANKSVILLE BORO (Lat: 40.016639,  Lng: -78.908314),  Route carried "on" structure: State highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 2,494 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,780 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STONY CREEK,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.383,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 93.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 31655,  Location: 3 MI.W.OF ROXBURY (Lat: 39.976633,  Lng: -78.930383),  Route carried "on" structure: State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 441 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 180 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: GLADES CREEK,  Facility Carried by Structure: SR 2033
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.199,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31814,  Location: NEAR BROTHERTON (Lat: 39.983333,  Lng: -78.951667),  Route carried "on" structure: Interstate 76,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 34,324 (year 2030),  Design Load: HL 93,  Features Intersected: GLADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 13.7m (44.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $381,000,  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: 31817,  Location: WEST OF ALLEGHENY TUNNEL (Lat: 39.973333,  Lng: -78.925000),  Route carried "on" structure: Interstate 76,  Year Built: 2004,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 34,324 (year 2030),  Design Load: HL 93,  Features Intersected: SR 2033(LR 55046)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 13.4m (44.0ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $1,367,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31818,  Location: EAST OF BROTHERTON (Lat: 39.975939,  Lng: -78.921428),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 34,324 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SANDY HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $420,000

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Structure Number: 31819,  Location: NEAR BROTHERTON (Lat: 39.971667,  Lng: -78.908333),  Route carried "on" structure: Interstate 76,  Year Built: 2004,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 42,630 (year 2030),  Design Load: HL 93,  Features Intersected: STONYCREEK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $725,000,  Total Project Cost: $3,324,000,  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: 31821,  Location: WEST OF ALLEGHENY TUNNEL (Lat: 39.970000,  Lng: -78.900000),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 34,324 (year 2030),  Design Load: HS 20,  Features Intersected: TRIB. TO STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $381,000

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Structure Number: 31823,  Location: WEST OF ALLEGHENY TUNNEL (Lat: 39.970000,  Lng: -78.890000),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 34,324 (year 2030),  Design Load: HS 20,  Features Intersected: TRIB. TO STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $1,085,000

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Structure Number: 31824,  Location: WEST OF ALLEGHENY TUNNEL (Lat: 39.968333,  Lng: -78.871667),  Route carried "on" structure: Other road 76,  Year Built: 1939,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 34,323 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0160 (LR 55045)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $2,351,000,  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: 31899,  Location: 3 MI.S.OF SHANKSVILLE (Lat: 39.984975,  Lng: -78.914042),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 63 (year 2041),  Design Load: H 10,  Features Intersected: STONYCREEK RIVER,  Facility Carried by Structure: T-515, YONAI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,089,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 319,  Location: 1 MI.S.OF SHANKSVILLE (Lat: 40.003539,  Lng: -78.900661),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 70 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: STONYCREEK RIVER,  Facility Carried by Structure: T539,BALTZER BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present desirable 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: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31901,  Location: 1.5 MI.NW.OF SHANKSVILLE (Lat: 40.026186,  Lng: -78.920847),  Route carried "on" structure: City street ,  Year Built: 1881,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 70 (year 2041),  Design Load: HL 93,  Features Intersected: STONYCREEK RIVER,  Facility Carried by Structure: T-565, COV.BR.RD.
Minimum Vertical Clearance: 2.97m (9.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 41216,  Location: 1 MI.NORTH OF BROTHERTON (Lat: 39.985086,  Lng: -78.957642),  Route carried "on" structure: State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 892 (year 2020),  Truck Traffic: 49%,  Average Future Daily Traffic: 957 (year 2032),  Design Load: HL 93,  Features Intersected: PA TURNPIKE(I-76);B-482,  Facility Carried by Structure: SR 1003 (LR55123)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.849,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.0m (196.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 41343,  Location: 1.8 MI. N.W. OF ROXBURY (Lat: 39.973233,  Lng: -78.903994),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 221 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 283 (year 2032),  Design Load: HL 93,  Features Intersected: PA TURNPIKE(I-76),B-428,  Facility Carried by Structure: SR 1007(LR 55053)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.968,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  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: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 41386,  Location: NEAR BROTHERTON (Lat: 39.978947,  Lng: -78.939547),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 314 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 381 (year 2032),  Design Load: HL 93,  Features Intersected: PTC, B-426, MP 118.21,  Facility Carried by Structure: SR 1005 (LR 548)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.656,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 45246,  Location: 1 MI. W. OF SHANKSVILLE (Lat: 40.015919,  Lng: -78.923258),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,731 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,622 (year 2032),  Design Load: HL 93,  Features Intersected: SCHROCK RUN,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.896,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  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: 53984,  Location: SHANKSVILLE BORO (Lat: 40.015350,  Lng: -78.901594),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 865 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,138 (year 2032),  Design Load: HL 93,  Features Intersected: RHOADS CREEK,  Facility Carried by Structure: MAIN ST (SR 1004)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.5 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: Equal to present desirable 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 24 months,  Inspection Date: July 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: 53985,  Location: 0.99 MILE NW of PA 160 (Lat: 39.970683,  Lng: -78.903100),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 221 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 283 (year 2039),  Design Load: HL 93,  Features Intersected: UNT TO STONYCREEK RIVER,  Facility Carried by Structure: Shanksville Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.608,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.2 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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 24 months,  Inspection Date: July 2021,  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: 31817,  Location: WEST OF ALLEGHENY TUNNEL (Lat: 39.973333,  Lng: -78.925000),  Route carried "under" structure: State highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 441 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 2033(LR 55046),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 8.192,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 31824,  Location: WEST OF ALLEGHENY TUNNEL (Lat: 39.968333,  Lng: -78.871667),  Route carried "under" structure: State highway 160,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 1,371 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR 0160 (LR 55045),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 38.513,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 41216,  Location: 1 MI.NORTH OF BROTHERTON (Lat: 39.985086,  Lng: -78.957642),  Route carried "under" structure: Interstate 76,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,137 (year 1997),  Truck Traffic: 34%,  Features Intersected: PA TURNPIKE(I-76);B-482,  Facility Carried by Structure: SR 1003 (LR55123)
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 41343,  Location: 1.8 MI. N.W. OF ROXBURY (Lat: 39.973233,  Lng: -78.903994),  Route carried "under" structure: Interstate 76,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Features Intersected: PA TURNPIKE(I-76),B-428,  Facility Carried by Structure: SR 1007(LR 55053)
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 41386,  Location: NEAR BROTHERTON (Lat: 39.978947,  Lng: -78.939547),  Route carried "under" structure: Interstate 76,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 29,452 (year 1999),  Truck Traffic: 36%,  Features Intersected: PTC, B-426, MP 118.21,  Facility Carried by Structure: SR 1005 (LR 548)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)