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

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Structure Number: 6941,  Location: PLEASANT VALLEY 02G11 (Lat: 40.527306,  Lng: -75.294961),  Route carried "on" structure: State highway 212,  Year Built: 1928,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,604 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,782 (year 2032),  Design Load: H 15,  Features Intersected: BRANCH COOKS CREEK,  Facility Carried by Structure: QUAKERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.979,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 6.4m (21.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: September 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13647,  Location: 1.5 MI.S. OF EXIT 37 (Lat: 40.116667,  Lng: -77.371667),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 199 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 494 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-346; SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13649,  Location: NEWVILLE INTERCHANGE (Lat: 40.128658,  Lng: -77.350089),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 34,704 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 28,129 (year 2035),  Design Load: HS 20,  Features Intersected: PA 233; SR 0233
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.255,  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: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $599,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1365,  Location: NEWVILLE INTERCHANGE (Lat: 40.128903,  Lng: -77.350172),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 27,247 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,207 (year 2035),  Design Load: HS 20,  Features Intersected: PA 233; SR 0233
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.259,  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: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $599,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13738,  Location: NEWVILLE BORO (Lat: 40.169597,  Lng: -77.397017),  Route carried "on" structure: State highway 233,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,379 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,023 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BIG SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.966,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 13747,  Location: 1 MI.W. OF NEWVILLE (Lat: 40.163711,  Lng: -77.413222),  Route carried "on" structure: State highway 533,  Year Built: 1969,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 1,132 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,517 (year 2035),  Design Load: HS 20,  Features Intersected: CVRT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.450,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  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: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $903,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13775,  Location: NEWVILLE (Lat: 40.174608,  Lng: -77.395311),  Route carried "on" structure: State highway 641,  Year Built: 1957,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,174 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,844 (year 2032),  Design Load: HS 20,  Features Intersected: BIG SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.591,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 99.8 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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $103,000,  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: 13931,  Location: 1 MI.S. OF NEWVILLE (Lat: 40.162314,  Lng: -77.405953),  Route carried "on" structure: State highway ,  Year Built: 1890,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 199 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 413 (year 2032),  Features Intersected: BIG SPRING CREEK,  Facility Carried by Structure: SR 3007 BIG SPRG.R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.958,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $342,000

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Structure Number: 13962,  Location: WASHINGTON (Lat: 40.207247,  Lng: -77.430250),  Route carried "on" structure: State highway ,  Year Built: 1927,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 575 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,938 (year 2032),  Design Load: H 15,  Features Intersected: CENTER CREEK,  Facility Carried by Structure: SR 4008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.501,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 96.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $511,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13963,  Location: 0.3 MI.N.OF NEWVILLE (Lat: 40.199050,  Lng: -77.417258),  Route carried "on" structure: State highway ,  Year Built: 1926,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 575 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,938 (year 2032),  Design Load: H 15,  Features Intersected: DOUBLING GAP CREEK,  Facility Carried by Structure: SR 4008 CENTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $701,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13972,  Location: .5 MI. N. OF CARLISLE (Lat: 40.224997,  Lng: -77.190242),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 2,539 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,116 (year 2032),  Design Load: HS 20,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: SR 4029; T-505
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $1,050,000,  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: 13985,  Location: LOWER MIFFLIN TWP (Lat: 40.191667,  Lng: -77.420000),  Route carried "on" structure: Interstate 76,  Year Built: 1938,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 21,102 (year 2001),  Truck Traffic: 38%,  Average Future Daily Traffic: 23,285 (year 2030),  Design Load: HS 20,  Features Intersected: BACK & CENTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $406,000

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Structure Number: 13986,  Location: LOWER MIFFLIN TWP (Lat: 40.191667,  Lng: -77.418333),  Route carried "on" structure: Interstate 76,  Year Built: 1938,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 21,102 (year 2001),  Truck Traffic: 38%,  Average Future Daily Traffic: 23,285 (year 2030),  Design Load: HS 20,  Features Intersected: DOUBLING GAP CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft)

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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $798,000

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Structure Number: 13992,  Location: UPPER FRANKFORD TWP (Lat: 40.202933,  Lng: -77.369936),  Route carried "on" structure: Interstate 76,  Year Built: 1938,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 21,102 (year 2001),  Truck Traffic: 38%,  Average Future Daily Traffic: 23,285 (year 2030),  Design Load: HS 20,  Features Intersected: ROCK RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 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: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  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: January 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $321,000

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Structure Number: 13995,  Location: WEST PENNSBORO TWP (Lat: 40.201667,  Lng: -77.355000),  Route carried "on" structure: City street T427,  Year Built: 2005,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 6%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-427
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  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: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $261,000,  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: 1407,  Location: 0.5 MI W OF SR 233 (Lat: 40.192644,  Lng: -77.415931),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2038),  Features Intersected: DOUBLING GAP CREEK,  Facility Carried by Structure: CREEKVIEW RD T-399
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 53.5 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: 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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14074,  Location: 0.15 SW OF SR 233 (Lat: 40.214842,  Lng: -77.421800),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 155 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 195 (year 2038),  Features Intersected: DOUBLING GAP CREEK,  Facility Carried by Structure: ROCK RUN ROAD T421
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14109,  Location: 2NE NWVLLE/CONODOGUINET (Lat: 40.199500,  Lng: -77.366200),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 300 (year 2017),  Average Future Daily Traffic: 420 (year 2035),  Design Load: H 20,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: BRIDGE RD, T-409
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 42259,  Location: 2 MI. S. BLOSERVILLE (Lat: 40.212028,  Lng: -77.356678),  Route carried "on" structure: State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 1,534 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,374 (year 2032),  Design Load: HL 93,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: SR 4021
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.054,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 43223,  Location: 2 MI NORTH OF NEWVILLE (Lat: 40.200883,  Lng: -77.384969),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 575 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,938 (year 2032),  Design Load: HL 93,  Features Intersected: PA TURNPIKE (I-76),  Facility Carried by Structure: SR4008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.269,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 44204,  Location: 1.5 MI E OF SR 533 (Lat: 40.149161,  Lng: -77.406717),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 20,  Features Intersected: BIG SPRING CREEK,  Facility Carried by Structure: NEALY ROAD, T-353
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 44991,  Location: Lower Mifflin Township (Lat: 40.193333,  Lng: -77.406667),  Route carried "on" structure: State highway 233,  Year Built: 2008,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 1,274 (year 2022),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,811 (year 2032),  Design Load: HL 93,  Features Intersected: PA Turnpike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.041,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 46468,  Location: Upper Mifflin Twp (Lat: 40.192253,  Lng: -77.436256),  Route carried "on" structure: City street 402,  Year Built: 2008,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 880 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,118 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  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: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 46472,  Location: Lower Mifflin Twp (Lat: 40.195739,  Lng: -77.415397),  Route carried "on" structure: Interstate 76,  Year Built: 2009,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 21,473 (year 2010),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,982 (year 2030),  Design Load: HL 93,  Features Intersected: SR 4008, LR21036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 341.648,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: Equal to 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: 46473,  Location: One Mile E Newville MTC (Lat: 40.201667,  Lng: -77.356667),  Route carried "on" structure: Other road 76,  Year Built: 2009,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 21,474 (year 2010),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,983 (year 2030),  Design Load: HL 93,  Features Intersected: Conodoguinet Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 47526,  Location: 3 MI.S. OF NEWVILLE (Lat: 40.130444,  Lng: -77.407700),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 199 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 413 (year 2032),  Design Load: HL 93,  Features Intersected: BIG SPRING RUN,  Facility Carried by Structure: SR 3007 BIG SPRING
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.057,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.9 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: 38.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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: 48535,  Location: 3 MI SW OF NEWVILLE (Lat: 40.159419,  Lng: -77.448583),  Route carried "on" structure: State highway 641,  Year Built: 2013,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,174 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,410 (year 2032),  Design Load: HL 93,  Features Intersected: BULLS HEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.351,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.6 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: 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: March 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: 48536,  Location: 3 MI. S.W. OF NEWVILLE (Lat: 40.158531,  Lng: -77.450114),  Route carried "on" structure: State highway 641,  Year Built: 2013,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,174 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,410 (year 2032),  Design Load: HL 93,  Features Intersected: GREEN SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.351,  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: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 4911,  Location: Upper Mifflin Twp. (Lat: 40.188617,  Lng: -77.458017),  Route carried "on" structure: Interstate 76,  Year Built: 2014,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 21,102 (year 2001),  Truck Traffic: 38%,  Average Future Daily Traffic: 23,285 (year 2030),  Design Load: HL 93,  Features Intersected: SR 4013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.2 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: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 53755,  Location: 0.8 MI NORTH OF NEWVILLE (Lat: 40.184417,  Lng: -77.406056),  Route carried "on" structure: State highway 233,  Year Built: 2018,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 3,349 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,131 (year 2032),  Design Load: HL 93,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: Doubling Gap Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.337,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 48.0 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 53762,  Location: 1.5 MI SE OF SR 997 (Lat: 40.209114,  Lng: -77.436561),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 575 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,938 (year 2032),  Design Load: HL 93,  Features Intersected: BACK CREEK,  Facility Carried by Structure: CENTER RD (SR4008)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13647,  Location: 1.5 MI.S. OF EXIT 37 (Lat: 40.116667,  Lng: -77.371667),  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: T-346; SMITH RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 15.604,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 13647,  Location: 1.5 MI.S. OF EXIT 37 (Lat: 40.116667,  Lng: -77.371667),  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: T-346; SMITH RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 15.643,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 13649,  Location: NEWVILLE INTERCHANGE (Lat: 40.128658,  Lng: -77.350089),  Route carried "under" structure: State highway 233,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 7,998 (year 2022),  Truck Traffic: 15%,  Features Intersected: PA 233; SR 0233,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 18.092,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 1365,  Location: NEWVILLE INTERCHANGE (Lat: 40.128903,  Lng: -77.350172),  Route carried "under" structure: State highway 233,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 7,998 (year 2022),  Truck Traffic: 15%,  Features Intersected: PA 233; SR 0233,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 18.842,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 43223,  Location: 2 MI NORTH OF NEWVILLE (Lat: 40.200883,  Lng: -77.384969),  Route carried "under" structure: Interstate 76,  Year Built: 2005,  Structure Length: 0. m,  Features Intersected: PA TURNPIKE (I-76),  Facility Carried by Structure: SR4008
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 44991,  Location: Lower Mifflin Township (Lat: 40.193333,  Lng: -77.406667),  Route carried "under" structure: Interstate 76,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 18,892 (year 1997),  Truck Traffic: 34%,  Features Intersected: PA Turnpike,  Facility Carried by Structure: SR 0233 DOUBLING G
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 46472,  Location: Lower Mifflin Twp (Lat: 40.195739,  Lng: -77.415397),  Route carried "under" structure: Business State highway ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 575 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 4008, LR21036,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 4.538,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 4911,  Location: Upper Mifflin Twp. (Lat: 40.188617,  Lng: -77.458017),  Route carried "under" structure: State highway ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 845 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 4013,  Facility Carried by Structure: PA TPK (I76)
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.518,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.2m (63.0ft)