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

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Structure Number: 13557,  Location: SHIPPENSBURG (Lat: 40.049567,  Lng: -77.523172),  Route carried "on" structure: US 11,  Year Built: 1911,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10,129 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,430 (year 2032),  Features Intersected: MIDDLE SPRING CREEK
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: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $475,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13558,  Location: BORO OF SHIPPENSBURG (Lat: 40.059606,  Lng: -77.506372),  Route carried "on" structure: US 11,  Year Built: 1940,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,403 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,326 (year 2032),  Design Load: H 20,  Features Intersected: BURDS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.071,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $213,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13633,  Location: 5 MI.S. EXIT 29 (Lat: 40.032672,  Lng: -77.502392),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 43,789 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 48,062 (year 2032),  Design Load: HS 20,  Features Intersected: GUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.359,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: November 2019

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Structure Number: 13635,  Location: 0.75 MI.S. OF EXIT 29 (Lat: 40.051853,  Lng: -77.485439),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,641 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 24,363 (year 2032),  Design Load: HS 20,  Features Intersected: TWP RD (OLD SR 3003)TNBK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.775,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.9 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: Better than present minimum criteria,  Underclear: 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: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13636,  Location: 0.75 MI.S. EXIT #10 (Lat: 40.052539,  Lng: -77.484939),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 43,789 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 48,062 (year 2032),  Design Load: HS 20,  Features Intersected: BURD RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.775,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019

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Structure Number: 13637,  Location: 0.75 MI.S. OF EXIT 29 (Lat: 40.051867,  Lng: -77.485769),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 22,148 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 23,699 (year 2032),  Design Load: HS 20,  Features Intersected: TWP RD (OLD SR 3003)TNBK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.762,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 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: Better than present minimum criteria,  Underclear: Superior 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: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13638,  Location: 1.0 MI.N. OF EXIT 29 (Lat: 40.069267,  Lng: -77.464292),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 21,441 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 27,608 (year 2032),  Design Load: HS 20,  Features Intersected: GOODHART ROAD T-320
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.003,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13639,  Location: 0.5 MI.N. OF EXIT 29 (Lat: 40.069425,  Lng: -77.464525),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 23,322 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,085 (year 2032),  Design Load: HS 20,  Features Intersected: T-320 Goodhart
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.011,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Equal to present minimum 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: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1364,  Location: 1 MI N OF EXIT-10, I-29 (Lat: 40.076342,  Lng: -77.449358),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 21,441 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 27,608 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4003 KLINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.791,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  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: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13641,  Location: 1 MI N OF EXIT-10, I-81 (Lat: 40.076561,  Lng: -77.449464),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 23,322 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,085 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.796,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  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: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: Better than present minimum criteria,  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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13727,  Location: 1.5 MI.E. OF SHIPPENSBURG (Lat: 40.060442,  Lng: -77.479378),  Route carried "on" structure: State highway 174,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 5,740 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,724 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  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: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $485,000,  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: 13783,  Location: SHIPPENSBURG (Lat: 40.040172,  Lng: -77.519219),  Route carried "on" structure: State highway 696,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,211 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,417 (year 2032),  Design Load: HS 20,  Features Intersected: SHIRLEYS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019

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Structure Number: 13906,  Location: AT SHIPPENSBURG (Lat: 40.049694,  Lng: -77.506092),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 5,148 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,203 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SO. R.R.,  Facility Carried by Structure: SR 3001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.994,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 18.9m (62.0ft),  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: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 14087,  Location: .7NNW US11 & 696/MIDSPRIN (Lat: 40.056867,  Lng: -77.528925),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 280 (year 2041),  Features Intersected: MIDDLE SPRING CREEK,  Facility Carried by Structure: HOT POINT AVE,T303
Minimum Vertical Clearance: 7.62m (25.00ft),  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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14124,  Location: .3 MI.NW US 11 & PA 696 (Lat: 40.052964,  Lng: -77.525194),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,520 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE SPRING CREEK,  Facility Carried by Structure: SPRING HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.0 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: Equal to 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,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14126,  Location: 0.1 M SW OF US 11/PA 696 (Lat: 40.048356,  Lng: -77.521639),  Route carried "on" structure: City street ,  Year Built: 1977,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE SPRING CREEK,  Facility Carried by Structure: WEST ORANGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $99,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14127,  Location: .2 MI. NW US 11 & PA 696 (Lat: 40.051106,  Lng: -77.524183),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,600 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE SPRING CREEK,  Facility Carried by Structure: WEST BURD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Channel: Fair,  Culverts: 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: 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17293,  Location: SHIPPENSBURG (Lat: 40.043797,  Lng: -77.533400),  Route carried "on" structure: US 11,  Year Built: 1937,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 9,393 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,370 (year 2032),  Design Load: H 20,  Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.054,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 62.6 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $734,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17444,  Location: 2.25 M S SHIPPENSBURG (Lat: 40.015200,  Lng: -77.533631),  Route carried "on" structure: State highway 696,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 8,211 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,406 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.676,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $1,349,000,  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: 17445,  Location: .75 MI.S.E. SHIPPENSBURG (Lat: 40.042725,  Lng: -77.519022),  Route carried "on" structure: State highway 696,  Year Built: 1954,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,006 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,999 (year 2032),  Design Load: HS 20,  Features Intersected: SHIRLEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.200,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 6.1m (20.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17489,  Location: 1 MI.S. SHIPPENSBURG (Lat: 40.024275,  Lng: -77.516261),  Route carried "on" structure: State highway ,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 1,463 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,428 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  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: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 13635,  Location: 0.75 MI.S. OF EXIT 29 (Lat: 40.051853,  Lng: -77.485439),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,237 (year 1993),  Truck Traffic: 9%,  Features Intersected: TWP RD (OLD SR 3003)TNBK,  Facility Carried by Structure: I-81; SR 0081
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 13637,  Location: 0.75 MI.S. OF EXIT 29 (Lat: 40.051867,  Lng: -77.485769),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,151 (year 1991),  Truck Traffic: 13%,  Features Intersected: TWP RD (OLD SR 3003)TNBK,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 13638,  Location: 1.0 MI.N. OF EXIT 29 (Lat: 40.069267,  Lng: -77.464292),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1978),  Truck Traffic: 2%,  Features Intersected: GOODHART ROAD T-320,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 13639,  Location: 0.5 MI.N. OF EXIT 29 (Lat: 40.069425,  Lng: -77.464525),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1978),  Truck Traffic: 2%,  Features Intersected: T-320 Goodhart,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 1364,  Location: 1 MI N OF EXIT-10, I-29 (Lat: 40.076342,  Lng: -77.449358),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 682 (year 2022),  Truck Traffic: 22%,  Features Intersected: SR 4003 KLINE RD.,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.867,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 13641,  Location: 1 MI N OF EXIT-10, I-81 (Lat: 40.076561,  Lng: -77.449464),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 682 (year 2022),  Truck Traffic: 22%,  Features Intersected: SR 4003,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.867,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 13727,  Location: 1.5 MI.E. OF SHIPPENSBURG (Lat: 40.060442,  Lng: -77.479378),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 23,322 (year 2021),  Truck Traffic: 29%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: PA 174; SR 0174
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 4.365,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 13727,  Location: 1.5 MI.E. OF SHIPPENSBURG (Lat: 40.060442,  Lng: -77.479378),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,441 (year 2021),  Truck Traffic: 33%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: PA 174; SR 0174
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 4.371,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 13905,  Location: 1.75 MI.S. OF EXIT 10 (Lat: 40.040789,  Lng: -77.493661),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,641 (year 2021),  Truck Traffic: 38%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 3001 BALT.RD.
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.141,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 13905,  Location: 1.75 MI.S. OF EXIT 10 (Lat: 40.040789,  Lng: -77.493661),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 22,148 (year 2021),  Truck Traffic: 36%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 3001 BALT.RD.
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.131,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 17444,  Location: 2.25 M S SHIPPENSBURG (Lat: 40.015200,  Lng: -77.533631),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,641 (year 2021),  Truck Traffic: 38%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: PA 696; Olde scotl
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 38.631,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 17444,  Location: 2.25 M S SHIPPENSBURG (Lat: 40.015200,  Lng: -77.533631),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 22,148 (year 2021),  Truck Traffic: 36%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: PA 696; Olde scotl
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 38.673,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 17489,  Location: 1 MI.S. SHIPPENSBURG (Lat: 40.024275,  Lng: -77.516261),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,641 (year 2021),  Truck Traffic: 38%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 40.267,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 17489,  Location: 1 MI.S. SHIPPENSBURG (Lat: 40.024275,  Lng: -77.516261),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 22,148 (year 2021),  Truck Traffic: 36%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 40.272,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)